20160800 Ver 2_Construction Drawings_R2_20191111

FROM CHARLOTTE OFFICE: START OUT GOING SOUTHWEST ON
RESEARCH DRIVE TOWARDS HARRIS BLVD. FOR 0.3 MILE; TURN LEFT
ONTO W. WT HARRIS BLVD. I NC-24-E. FOR 0.4 MILE; TURN LEFT ONTO
THE 1-85 N RAMP. FOR 0.3 MILE; MERGE ONTO 1-85 N. FOR 2.0 MILE;
TAKE EXIT 48 FOR 1-485 TOWARD ROCK HILL. FOR 0.2 MILE; KEEP
LEFT AT THE FORK AND MERGE ONTO 1-48511-485 OUTER. FOR 13.6
MILE; TAKE EXIT 16 FOR NORTH CAROLINA 161BROOKSHIRE BLVD
TOWARD NEWTON. FOR 0.4 MILE; TURN RIGHT ONTO NC-16
NIBROOKSHIRE BLVD (SIGNS FOR NEWTON/NC-16 N) CONTINUE TO
FOLLOW NC-16 N. FOR 14.9 MILE; TURN RIGHT ONTO ST JAMES
CHURCH ROAD. FOR 1.2 MILE; TURN LEFT ONTO NC-16 BUSINESS N.
FOR 1.7 MILE; TURN RIGHT ONTO GRASSY CREEK ROAD. FOR 1.4
MILE; TURN LEFT ONTO BUMBLEBEE LANE. FOR 0.3 MILE;
DESTINATION WILL BE ON THE LEFT.
DRIVING DIRECTIONS
veri on,/
8921 RESEARCH DRIVE
CHARLOTTE, NC 28262
GRASSY CREEK
SITE ADDRESS
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
LATITUDE: 35' 33' 44.9" N
LONGITUDE: 81° 02' 33.1" W
TAX/PIN #: 369601257238
ZONING: R-40
MUNICIPALITY:
CATAWBA COUNTY
STATE:
NORTH CAROLINA
TOWER TYPE:
MONOPOLE TOWER
TOWER HEIGHT:
117- (120- TO HIGHEST APPURTENANCE)
NUMBER OF CARRIERS:
0 EXISTING, 1 PROPOSED
USE:
PROPOSED TELECOMMUNICATIONS TOWER
AND UNMANNED EQUIPMENT
CONSULTANT
KIMLEY-HORN AND ASSOCIATES, INC.
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GEORGIA 30092
PHONE: [phone]
ATTN.: KEITH MARKLAND
PROJECT SUMMARY
DEVELOPER
VERIZON WIRELESS
8921 RESEARCH DRIVE
CHARLOTTE, NC 28262
PHONE: [phone]
ATTN: MICHAEL HAVEN
POWER COMPANY
ENERGY UNITED
PHONE: [phone]
ATTN.: CUSTOMER SERVICE
TELEPHONE COMPANY
AT&T
PHONE: [phone]
ATTN.: CUSTOMER SERVICE
PROPERTY OWNER
ELLIOTT & LOUNETTE FORBES-ROBINSON
7118 VINEWOOD ROAD
SHERRILLS FORD, NC 28673
PHONE: [phone]
ATTN.: ELLIOTT FORBES-ROBINSON
CONTACTS
NOTE:
SITE IS LOCATED WITHIN FEMA FLOOD MAP
AREA 3710369600J DATED 09/05/2007
WITHIN FLOOD ZONE X AND ZONE AE.
SHEET DESMPMON RM
T1
COVER SHEET
2
T2
APPENDIX B: BUILDING CODE SUMMARY
0
SITE SURVEY (SHEET 1 OF 2)
0
SITE SURVEY (SHEET 2 OF 3)
0
SITE SURVEY (SHEET 3 OF 3)
0
N1
GENERAL NOTES
0
Cl
OVERALL SITE PLAN
0
C2
SITE PLAN
0
C3
EQUIPMENT PAD LAYOUT
0
C4
EQUIPMENT PAD FOUNDATION SECTION DETAILS
0
C5
EQUIPMENT PAD FOUNDATION SECTION DETAILS
0
C6
FENCE, GATE, AND COMPOUND DETAILS
0
C7
GRADING AND EROSION CONTROL PLAN 1 OF 6
0
C8
GRADING AND EROSION CONTROL PLAN 2 OF 6
0
C9
GRADING AND EROSION CONTROL PLAN 3 OF 6
0
C10
GRADING AND EROSION CONTROL PLAN 4 OF 6
0
C11
GRADING AND EROSION CONTROL PLAN 5 OF 6
0
C12
GRADING AND EROSION CONTROL PLAN 6 OF 6
0
C13
GRADING AND EROSION CONTROL DETAILS
0
C14
BOX CULVERT PLAN
0
C15
BOX CULVERT DETAILS
0
C16
ACCESS ROAD DETAILS
0
C17
SITE SIGNAGE DETAILS
0
C18
WAVEGUIDE BRIDGE DETAILS
0
C19
ANTENNA AND TOWER ELEVATION DETAILS
0
C20
TEMPORARY STREAM DIVERSION
0
E1
BASIC SERVICE ROUTING PLAN
1
E2
GROUNDING PLAN
1
E3
SINGLE -LINE DIAGRAM
1
E4
ELECTRICAL DETAILS
1
E5
ELECTRICAL DETAILS
1
E6
ELECTRICAL DETAILS
1
E7
ELECTRICAL DETAILS
1
E8
ELECTRICAL DETAILS
2
E9
ELECTRICAL DETAILS
1
E10
ELECTRICAL DETAILS
1
E11
ELECTRICAL DETAILS
1
SHEET INDEX
CATAWVA COUNTY PLANNING & PARKS DEPT.
100 A SW BOULEVARD
NEWTON, NC 28658
PHONE: [phone]
ATTN.: SUSAN BALLBACH
PERMIT INFORMATION
verizon't'
8821 RESEARCH DRIVE
CHARLOTTE. NORTH CAROLINA 28262
ROJECT INFORMATION:
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
URRENT ISSUE DATE:
07/21 / 16
SSUED FOR:
CONSTRUCTION
EV. —DATE:SSUED FOR: —BY:
0 0
ONSULTANT:
ICimlelyno Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 770—B25-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
ONSULTANT.
RAWN BY:�HK.:APV.:
CKMP KRM WCE
CENSER:
ESS
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:� • 0 Z�
HEET TITLE
COVER
SHEET
HEET NUMBER: —REVISION•
T1 2
018985035
6/20/16
CONSTRUCTION
WCE
1
07/14/16
CONSTRUCTION
WCE
2
07/21/16
CONSTRUCTION
WCE
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Copyrlpht KImMW—Ekm and ApoehM, Im, 2016

2012 APPENDIX B
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES
(Reproduce the following data on the building plans sheet I or 2)
Name ufrrojecc VERIZON WIRELESS - GRASSY CREEK
Address: 4747 GRASSY CREEK ROAD, DENVER, NC Zip Cede 28037
Proposed Use: WIRELESS COMMUNICATION SERVICES
Owner/ApermizedAgent: KEITH MARKLAND Phone x(678 ) 533 - 3928 E-Mad kelth.maldmd
Owned By: ❑ City/County ® Private ❑ Stat9ftley-hom.-
Code Enforcement Jurisdiction: ❑ City ® ComltyCATAWBA ❑ Slate
LEAD DESIGN PROFESSIONAL:
XAWAM C. EDMONSON, P.E. (0041745)
DESIGNER FIRM
NAME LICLNSLN
TELLPHONL4 E-MAIL
Architectural
Civil OW-1001 III AMIX IMAM c WEDMONSON D41745
�)201-8156 cdt�w
Electrical APOGEE CON9,ILTNG
COFMN NAROY 040M
(%9 1�-7421) dodlrappt>al
Fire Alarm
(_)
Plumbing
(_)
Mechanical
(�
Sprinkler -Standpipe
(_)
Stmctural
(_)
Rchiming Walls>5' High
(_)
Other
_)
2012 EDITION GENIC CODE FOR:
X New Cons'buctimn ❑ Addition
❑ Upfit
EXISTING: ❑ Reconstruction
❑ Alteration ❑ Repair
❑ Renovation
CONSTRUCFED:(datc)
ORIGINAL USE(S) (Ch.3):
TELECOMMUNICATIONS SITE
RENOVATED: (date)
CURRENT USE(S) (Cb-3):
TELECOMMUNICATIONS SITE
PROPOSED USE(S) (Ch.3):
TELECOMMUNICATIONS SITE
BASIC BUILDING DATA
Construction Type: ❑ I -A ❑ II -A ❑ 11I-A ❑ N ❑ V-A
(check all that apply) ❑ I-B ❑ ❑-B ❑ III-B ❑ V-B
Sprinklers: ❑ No ❑ Partial ❑ Yes ❑ NITA 13 ❑ NFPA I-,R ❑ NFPA 13D
Standpipes: ❑ No ❑ Yes Class ❑ I ❑ ❑ ❑ III ❑ Wet ❑ Dry
Fire District: ❑ No ❑ Yes (Primary) Flood Hazard Area: ❑ No es
Building Height: (feet)
Gross Building Arco:
FLOOR Ext-G (SOFT) NEewLSO Fr) SUH-TOTAL
Floor
Fluor
Floor
ALLOWABLE AREA
Occupancy:
.Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5
Business ❑
Educational ❑
Factory ❑ F-1 Moderate ❑ F-2 Low
1-lazard- El11-1 Detonate El H-2 Deflagrate E] H-3 Combust E]11-4 Hmlih ElH-5 HP
lnsiilutiunal ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 1-4
1-3 Condition El El El El El
?'4"co file ❑
Residential ❑ R-1 ElR-2 ElR-3 ElR-t
Storage E]S-1 Moderate ❑ S-2 Low ❑ High -piled
❑ Parking Garage ❑ Op. ❑ Enclosed ❑ Repair Garage
Utility and Miscellaneous ❑
Aecessory Oceuponcies:
Assembly ❑ A -I ❑ A-2 ❑ A-3 ❑ A4 ❑ A-5
Business ❑
Educational ❑
Factory ❑ F-I Moderate ❑ F-2 Low
Hazardous ❑ H-I Detonate ❑ H-2 Deflxerate ❑ H-3 Combust H-4 Health El HPM
Insfimdonal El1-1 El2 El1-3 Ell-t
1-3 Condition E]I El El3 El4 El 5
bl"camilc ❑
Residential ElR-1 ElR-2 El R 3 ElRA
storage ❑ S-I Moderate ❑ S-2 Low ❑ igh-piled
❑ Parking Garage ❑ Op. ❑ Encl. Repair Garage
Utility and Miscellaneous ❑
Ineide.ul Uses (Table 508.2.5):
❑ Fumace room where any pie,, of equipment is p � r 40R000 Btu per hour input
❑ Rooms writh boilers where the largest piece Of uipment is Dyer 15 psi and 10 borsepo\wer
❑ Refrigerant machine room
❑ Hydrogen cutoffrooms. not classified as ' cup H
❑ lacinemmr rooms
❑ Paint shops, not classified as Group , located in Occupancies other than Group F
❑ Laboratories and vocational shops, of classified as Group H. located in a Group E or 1-2 Occupancy
❑ Laundry rooms over 100 square et
❑Grow 1-3 cells equipped With a ded surfa es
❑ Group I-2 waste and linen c lection rooms
❑ Waste and linen wllectio rooms over 100 square feet
El Stationary
storage ban systems having a liquid electrolyte capacity ofmoo, than 50 gallons, or a lithium-
ioncapacity
of 1,000 ounds used for facility standby power, emergency power or imintermpted power
supplies
❑Roomscommini firepuntps
❑ Group I-2 stor ge rooms Over 100 square feet
❑ Group 1-2 c rintercial kitchens
❑ Group 1-7 aundries equal to or less than 100 square feet
❑ Group 2 onus or spaces that contain fuel -fired heating equipment
Special Use ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
❑41 ❑414 ❑415 ❑416 0417 ❑419 ❑419 ❑420 0421 ❑422 ❑423❑424
1-1_5 ❑ 426 ❑ 427
Spiel Provisions: ❑ 309.2 ❑ 509.3 ❑ 509.4 ❑ 5095 ❑ 509.6 ❑ 509.7 ❑ M9.8 ❑ 509.9
hlixcd Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Incidental Use Separation (508.2.5)
This separation is not exempt as a Non-Sepamted Use (see exceptions).
❑ Non -Separated Use (508.3)
The required type of construction for the building shall be determined by applying the Neigh d area
limitations for each ofthe applicable occupancies to the entire building. The most resole' e type of
construction, so ddmnined, shall apply to the entire building.
❑ Separated Use (508.A) - See below for arm caledations
For each story, the arm ofthe occupancy shall be such that the samm of the ratios the actual floor area of
each use divided bythe allowable floor area for each use shall not exceed 1.
Ael IIArea nfOccaaaan• A + Aerrlal Areu a'OecumnrrB <i
(1/mmble Area of Oera pan v A A!lounhle Area gfdeaupan B -
+ ...... - < L00
A
STORYNO.
DESUtmtoN
AND USE
(A)
san-A
STORY
(A-)
(D)
TAOLE503.
AREA
(C)
A1tG FOR
LROtrTAGE
INCREASEI
(D)
RN'CREASEr
(E)
ALID\VABLa
AREAUR
UNLIMIrEDr
(F)
-1141)M
BUILDING
' Fronmge area inLTcasca from SectiO 06.2 arc computed thus:
Perimeter which fronts a p lie way or open space having 20 feet minimum width = (F)
It. Tool Building Pcrimet - (P)
d. W=Minimum w% of public Way = (W)
Pereento
of Dun ge inerease lr= 100 I F/P - 0.25] x RC90 = (90)
' The sprinkler inere a per Section 506.3 is as follows:
a. Multi-sto building I,=200percent
b. Single orybuilding4=300pereent
' Unlimited ea applicable under conditions ufSectiun 507.
4 Maxim Building Area= total number ofstories in the building x E (506.4).
The aximum arm ofopcn Parking garages must comply with Table 406.3.5. The maximum arm ofair traffic
can of towers must comply with Table 412.1 .2.
ALLOWABLE HEIGHT
ALDOw F. 111CREASF FORSPRINI;LERS
(TAxtr:503)
sHO\l•N ONP
CODE
RFrExFascE
Type ufC.asmmlen
Type _
Type
Building Bert in Feet
IF- =H+20-
B Id gilcightl
Storic,,I
FIRE PROTECTION REQUIREMENTS
RUDERATING
sEPARATION
ms-E.
FEET
nRQ'p
( /nO a F
Ox)}
-1-4
AND
snEET t{
.-N#
MTF.n
Ass.."
ru-s'I%FOR
HAl'!a
PENETRATIO-
' -il
Ica.
xATFD
ao1N'rs
Snuctmal Froi.,
including columns, girders.
Hearing Wank
E ue
Nadh
Easy
wear
Smah
Inmrinr
N.A.6ng \\'ills and
rmridans
E.mrior w�na
Nnnh
�u
wen
slam
Imcm,r anus and P,naians
Floor cn -ii,n
IncllJing sVrpaning brynls
andjii,tz
Raofcmmm du
Imluding suproming tram.
­djaiku
Shay Ensloknrek-E.a
Shan rndnNrek-Goer
ca,ddar se, rot
oc<n :me,\sewmrion
Pa dFirc will
"iHaiar sakcymS
ee, pnmm
LIFE SAFETYSYSTEAI REQUIREMENTS
Emergency Lighting: ❑ NO h
Exit Signs: ❑ NO h
Fire Aleut: ❑ NO
Smoke Detection Systems: O [IYes El Partial
Panic Haydn, -' ❑ NO ❑ Yes
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet 9: �I r
❑ F'ire and/or smoke rated wall locations (Ch `�-
❑ Assumed d I pro en • . cations
E]Exterm �n real
arm with respect to distance to assumed property lines (705.8)
❑ Existing sWctmcs within 30' ofthe proposed budding
❑ Occupancy types for each area as it relairs to occupant load calculation (fable 10 ..1)
❑ Occupant loads for each arm
❑ Exit access travel distanccs(1016) P ❑ Common path ofuavcl distances (1014.3 & 1028.8) �\
❑ Dead end lengths (1018.4)
❑ Clear exit widths for each exit it...
❑ Maximum calculated occupant load capacity each ex' oar can accommodate based on egress width (1005.1)
❑ Actual occupant load for each exit door
❑ A separate schematic plan indicating where, c rated floor/ceiling and/or mol'structure is provided for
purposes ofooeupuncy separation
❑ Location of doors with panic had rc (1008.1.10)
❑ Location ofdoors with delay gross locks and the amount ofdeliy (1008. 1.9.7)
❑ Location ofdoors with e Iromagnetic egress locks (1008.1.9.9)
❑ Location ofdoors e pped with hold -open deices
❑ Location ofe y m c., pe windows (1029)
❑ The squar omge oferch fire arm (902)
❑ The s are (outage ofeach smoke compannment (407.4)
❑ e any code exceptions or table notes that may have been utilized regarding the items above
ACCESSIBLE DWELLING UNITS
(SECTION 1107)
I'mr- A-S.I£ ALCEssmre 1NY6 T1TFA T] F YI'EB TOTAL
UN- UNITS UNITS Ul�� UN NITS DNIT$ ACCESSIBLE UNITS
REQUIRED PROVIDED REQ oemiso REQUIRED PimVIDED OVIOED
ACCESSIBLE PARKING
(SECTION 1106)
I OF OIt PARKING OTALk m'PAII%ING SPACFS
7F OF ACCESsmrS SYACPS PAOVmED
TOTAL"
.AREA 1tEQU1REn
t'ItOwnDm
_AR w'IrH
5' ccrss
F
VAN SPACES wrim
.132"A[(Fss cCE55
AISLE
Ess"O,
TROVmEn
TOTAL
ENERGY SUMMARY
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any special attribute required to
ncet the energy code shall also be provided. Each Desimer shall banish the require
portions of the project information for the plan data Acet. Ifperformance method,
state the annual energy cost for the standard reference de/"nalnffyct
for the proposed design.
Climate Zone: ❑ 3 ❑ 4 ❑ 5
Method of Compliance:
❑ Prescriptive (Energy Cade)
❑ Performance (Energy Code)
❑ Prescriptive (ASI IRAE 90.1)
❑ Performance (ASHRAE 90.1)
THERMAL ENVELOPE
Roof/ceiling Assembly (each assembly)
Description of assembly.
U-Value ftotal assembly:
R-Value of insulation:
Skylights in each assembly:
U-Value ofskylight:
total square footage ofskyligh in each assembly:
Exterior Walls (mch assembly)
Description ofassembly.
U-Value oftotal usscan y:
R-Value ofinsuhdion:
Openings (windows r doors with ghaing)
U-Value .ably.
Salarhe gaincoeRcicnC
prjmt n factor:
Door -Values:
Walls below grade - ch assembly)
Descripti ofassembly
U-Valu uflutal assembly:
R-Vol eofinsulatmac
_ Floors over mconditioned space (each assembly)
caption ofassembly:
-Value of mail assembly:
R-Value of insulation:
Flo s slab on grade
Description ofassembly:
U-Value of oral assembly
R-Vnlne ofinsulation:
Horizontal/vertical mquireamot:
_. _..stab heated:.
STRUCTURAL DESIGN
DESIGN LOADS:
Importance, Fact Wind (Ia)
_..-.- ...... Snow pal
Seismic (I')
Live Loads: Roof psf
Mezzanine list
Floor psf
Ground Snow Lard: psf
Wind Load: Basic Wind Speed in (ASCE-7)
Exposure Category
Rind Banc Shears (tor MN' lax= vy=
SEISMIC DESIGN CATEGORY; Xi9
❑ B ❑ C ❑ D
Provide die following Scismic Design Paramctms
Occupancy Category (Table 1604.5)El11 El III E) iv
Spectral Response Acceleration SsSI
Site Classification (Table 161352) ❑ C ❑ D ❑•Ec El
Data Source Field Test ElPresmnptbc E] Historical Data
Basic structural system (check on
❑ Bearing Wall Dual w/Special Moment Frantic
❑ Building Frame ❑Dual wlIntermediate R/C or Special Steel
❑ Moment From ❑ lm•erted Pendulum
Seismic bast shear: Y = VY =
Analysis Proced/m.,
Simplified ❑ Equivalent Lateral Force ❑ Dynamic
Architectural, MC......ents anchored? ❑ Yes ❑ No
LATERAL DESIGN COEanlmgtlakc ❑ Wind ❑
SOIL BEARING CA ACITIES:
Field Test (provide copy oftest report) _
Presumptive Bearing capacity
Pile size, type, and capacity
SPECIAL INSPECTIONS REQUIRED:
❑ Yes ❑ No
PLUMBING FIXTURE REQUIREMENTS
(TABLE 2902.1)
e�
®.i--_-
---
SPECIAL APPROVALS
Special approval: (Local Jurisdiction, Department oflnsurnmee, OSC, DPI, D _ , etc., describe below)
P
__-... MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
Thermal Zane
winter dry bulb:
summcrdrybulb:
Interior design conditions
vinmr dry both:
summer dry bulb:
relative humidity:
Building beating load:
Building cooling load:
Mechanical Spacing Cond' oning Systcm
Unitary
coo' gaReiconcy:
category ionic
B cr
leerrJ1� s
Size eutceony. If oversize sole rmson.
Chiller
Size
Size category. tfoverstzed, sole reason.:
equipment efficiencies:
ELECTRICAL SUMMARY
ELECTRICAL. SYSTENI AND EQUIPMENT
Method of Compliance:
Energy Cade; ElPrescriptiveElPerformance
ASHRAE 90.1: ❑ Prescriptive ❑ Perfonnunce
Lighting schedule (each fixture hype)
)amp type required in fixture �\
umber of lamps in fixture
ballast type used in the fixture
tuber ofballosts in fixmr
total wattnuc per fistia
total interior w^atom pecified vs. alloved (whole building or space by span)
totalexleriorwa _especifiecivs.allowed
Additional Presc ' live Compliance
❑ 5 2.1 More Efficient Mechanical Equipment
SOG.2._> Reduced Lighting Purer Density
506.2.3 Energy Recovery Ventilation Systems
❑ M62.4 Higher Efficiency Service Water Heating
❑ 506.2.5 O'Site Supply of Renewable Energy
El506.2.6 Automatic Daylighling Control Systems
NOTE: SCOPE OF WORK INCLUDES
INSTALLATION OF CAST IN PLACE
CONCRETE PAD, PREFABRICATED
EQUIPMENT CABINETS AND GENERATOR.
verizon✓
8821 RESEARCH DRIVE
CHARLOTTE. NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
CURRENT ISSUE DATE:
T� 06/20/16
�F CONSTRUCTION
0
06/20/16
CONSTRUCTION
WCE
ANI
Kimley* Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 770-B25-0744
WWW.KIMLEY-HORN.COM
NC License F-0102
DRAWN BY:=CHK.:APV.:
I KMP I KRM I WCE
errs I11ji,
CARp
r �
:--5; • 0 1 45 Z=
i
'44 all AAr 04
APPENDIX B:
BUILDING CODE
SUMMARY
T2 °
018985035
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NC GRID (NAD 83)
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1.00 GENERAL NOTES
1.01 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
DRAWINGS AND SPECIFICATIONS. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE LATEST EDITION OF THE STATE, LOCAL AND
NATIONAL CODES, ORDINANCES AND OR REGULATIONS APPLICABLE
TO THIS PROJECT.
1.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE
WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL
DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
PROJECT MANAGER AND/OR ENGINEER AND BE RESOLVED BEFORE
PROCEEDING WITH WORK. WHERE THERE IS A CONFLICT BETWEEN
DRAWING AND VERIZON SPECIFICATIONS, THE VERIZON PROJECT
ENGINEER SHOULD BE CONTACTED FOR CLARIFICATION.
1.03 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING
CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT
WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS
CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE
PROJECT MANAGER AND/OR ENGINEER SO THAT PROPER REVISIONS
MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL
NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE PROJECT
MANAGER AND/OR ENGINEER.
1.04 CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE
CONDITIONS AS SHOWN ON THE ATTACHED SITE PLAN AND/OR
SURVEY DRAWINGS.
1.05 WAVEGUIDE BRIDGE AND EQUIPMENT CABINETS ARE SHOWN FOR
REFERENCE ONLY. REFER TO SEPARATE DRAWINGS FOR SPECIFIC
INFORMATION.
1.06 ALL FINISHED GRADES SHALL SLOPE MINIMUM 1/4 IN./FT. AWAY
FROM EQUIPMENT IN ALL DIRECTIONS. CONTRACTOR SHALL SLOPE
SWALES AS REQUIRED ALONG EXISTING TERRAIN TO DRAIN AWAY
FROM COMPOUND AND ACCESS DRIVE.
1.07 THE PROPOSED TOWER AND TOWER FOUNDATIONS WERE DESIGNED
BY OTHERS. TOWER INFORMATION PROVIDED ON THESE PLANS ARE
PROVIDED FOR REFERENCE PURPOSES ONLY. NOTIFY ENGINEER OR
PROJECT MANAGER OF ANY CONFLICTS OR DISCREPANCIES.
CONTRACTOR TO OBTAIN COPY OF TOWER DESIGN DRAWINGS, IF
AVAILABLE, FROM VERIZON PROJECT MANAGER TO CONFIRM COAX
ROUTING AND ANTENNA MOUNT INFORMATION.
1.08 THE CONTRACTOR SHALL PROVIDE ADEQUATE EXCAVATION SLOPING,
SHORING, BRACING, AND GUYS IN ACCORDANCE WITH ALL
NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.
1.09 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS
RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY
CONSTRUCTION ACTIVITIES TO THE EXISTING ACCESS ROAD AND
COMPOUND GRAVEL AREAS. ANY NEW FILL MATERIALS SHALL BE
COMPACTED.
1.10 THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO
COMMENCING CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING
THE UTILITY COMPANIES INVOLVED AND SHALL REQUEST A
VERIFICATION AT THE CONSTRUCTION SITE OF THE LOCATIONS OF
THEIR UNDERGROUND UTILITIES AND WHERE THEY MAY POSSIBLY
CONFLICT WITH THE PLACEMENT OF IMPROVEMENTS AS SHOWN ON
THESE PLANS. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR
THIS CONTRACT WILL BE REQUIRED TO NOTIFY "NORTH CAROLINA
811" 48 HOURS IN ADVANCE OF PERFORMING ANY WORK BY
CALLING THE TOLL FREE NUMBER [phone] (OR 811). ANY
UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE
REPAIRED BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER.
1.11 CONTRACTOR TO PROVIDE DUMPSTER AND PORTABLE TOILET
FACILITY DURING CONSTRUCTION.
1.12 CONTRACTOR TO PROVIDE STYMIE LOCK OR EQUIVALENT AS
APPROVED BY VERIZON PROJECT MANAGER.
1.13 CONTRACTOR TO PROVIDE ANY NECESSARY SIGNAGE PER VERIZON
PROJECT MANAGER'S INSTRUCTIONS. SEE DETAIL ON SHEET C15.
2.00 EQUIPMENT FOUNDATION NOTES
2.01 FOUNDATIONS ARE DESIGNED FOR A PRESUMPTIVE ALLOWABLE SOIL
BEARING CAPACITY OF 2,000 PSF. CONTRACTOR SHALL VERIFY SOIL
CONDITIONS AND BEARING CAPACITY PRIOR TO CONSTRUCTION.
2.02 EXCAVATE A MINIMUM 18" BELOW PROPOSED EQUIPMENT
FOUNDATIONS OF EXPANSIVE, ORGANIC, UNCONSOLIDATED OR
OTHERWISE UNACCEPTABLE MATERIAL AND REPLACE WITH
WELL -COMPACTED MATERIAL ACCEPTABLE TO VERIZON.
2.03 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING,
AND RELOCATING AS REQUIRED ALL SERVICE AND UTILITY LINES IN
VICINITY OF THE WORK SITE. ALL EXCAVATIONS NEAR THESE LINES
TO BE CARRIED OUT WITH EXTREME CAUTION. COORDINATE ALL
RELOCATIONS WITH THE PROPERTY OWNER.
2.04 CONTRACTOR TO CUT/FILL EXISTING COMPOUND SUBSOIL TO
PROVIDE AN AREA AS LEVEL AS POSSIBLE FOR THE EQUIPMENT
FOUNDATIONS. ALL FILL AREAS ARE TO BE FILLED WITH SUITABLE
MATERIALS. FILL MATERIALS ARE TO BE PLACED, COMPACTED, AND
TESTED IN MAXIMUM LAYERS OF 8". COMPACTION OF ALL FILL
MATERIAL SHALL ACHIEVE 95 PERCENT OF MAXIMUM DRY DENSITY
AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D
698. ALL TESTS MUST MEET THE MINIMUM SPECIFIED SOIL BEARING
CAPACITY. COMPACTION TESTING IS BY THE GEOTECHNICAL TESTING
COMPANY DESIGNATED FOR THE PROJECT. SCHEDULING AND
COORDINATION IS THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR. REPORTS OF ALL TESTING ARE TO BE PROMPTLY
DELIVERED OR FAXED TO THE VERIZON WIRELESS PROJECT
MANAGER.
2.05 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI AT 28 DAYS AND SHALL BE INSTALLED IN ACCORDANCE
WITH THE LATEST REVISION TO ACI-318 BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE.
2.06 CONCRETE SHALL HAVE A SLUMP BETWEEN 3" AND 6".
2.07 REINFORCING BARS SHALL CONFORM TO THE LATEST REVISION OF
ASTM-A615 GRADE 60 SPECIFICATIONS AND BE DETAILED IN
ACCORDANCE WITH THE LATEST REVISION TO ACI-318.
2.08 AT THE REQUEST OF THE VERIZON WIRELESS PROJECT MANAGER,
TEST CYLINDERS SHALL BE MOLDED AND LABORATORY CURED IN
ACCORDANCE WITH ASTM C31. THREE CYLINDERS SHALL BE TAKEN
FOR EACH DAY'S CONCRETE PLACEMENT. CYLINDERS SHALL BE
TESTED IN ACCORDANCE WITH THE LATEST REVISION TO ASTM C39.
2.09 CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH Y'4"
x 45' CHAMFER, UNLESS OTHERWISE NOTED.
2.10 CONCRETE FORMWORK IS TO BE STRIPPED WITHIN 48 HOURS.
VIBRATION OF THE CONCRETE MUST ASSURE THAT HONEYCOMBING
WILL BE AT A MINIMUM. MECHANICAL VIBRATION OF ALL CONCRETE
IS REQUIRED UNLESS OTHERWISE DIRECTED BY VERIZON WIRELESS'
PROJECT MANAGER. ABOVE GRADE CONCRETE IS TO BE RUBBED
AND PATCHED TO ASSURE SMOOTH FINISH AT TIME OF FORMS
REMOVAL. CONTRACTOR SHALL PROVIDE A BROOM FINISH ON THE
TOP SURFACE OF THE EQUIPMENT FOUNDATION UNLESS OTHERWISE
DIRECTED BY VERIZON WIRELESS' PROJECT MANAGER.
2.11 TOPS OF CONCRETE FOUNDATION MUST BE WITHIN 0.02' OF
ELEVATION REQUIRED.
2.12 TOP OF FOUNDATION FINISH TO BE LEVEL ±X- IN 10'.
2.13 TOP OF FOUNDATION TO HAVE MEDIUM BROOM FINISH.
2.14 CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND
VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT
SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL
VERIFY PLACEMENT OF EQUIPMENT AND LOCATION OF CONDUIT FOR
MANUFACTURER'S AND VENDORS SPECIFICATIONS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS
AND SLEEVES FOR PROPER DISTRIBUTION OF ALL UTILITIES.
verizonol
8821 RESEARCH DRM
CHARLOTTE, NORTH CAROLIHA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
::REV.: --DATE: SSUED FOR: BY:=
0
06/20/16
CONSTRUCTION
WCE
CONSULTANT,
Kimley>>> Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC License F-0102
=DRAWN BY:==CHK.:-===APV.:
KMP I KRM WCE
4N CARD''
9 '
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g i 0 1 45 Z
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GENERAL
NOTES
N1 °
018985035
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CaVfl t KlmlerHom and Anadnle., Inc, 201E

I
TOWER SETBACKS TO
PROPERTY LINES (FROM
TOWER CENTER
NORTH
381'-1"
SOUTH
1517'-4"
EAST
806'-1"
WEST
234'-1"
ems' s
� ` I
' ��
LARRY R. LANEY
DB 2648 PG. 330
DAVID M. CARPENTER
/ DB 2817 PG. 1556—�4 I --BILLY LAIL IRREVOCABLE
l� I LIVING TRUST
LITTLE FAMILY FARM, LLC DB 3088 PG 154E
DB 2729 PG. 1797 i !
! NEW 100' X 100' LESSEE LEASE AREA
—mom (10,000± SQ. FT.)(SEE SHEET C2) `- fB 39 PG 187 2
{ 3 o
PID 369601257238 4 GRASSY CREEK
JIMMY S. AND j /
RAYNELL J. LITTLE
DB 1037 PG 151 �9s
TRACT 3 - LESSEE 30' WIDE NON—EXCLUSIVE
ROAD
d I PB 64 PG 197 ACCESS AND UTILITY RIGHTS OF LESSEE 12' WIDE
® WAY (59,387f SQ. FT.) �� GRAVEL ACCESS
NEW 60' X 60' COMPOUND ® DRIVE (1955'f LONG)
GEORGE H BISSETTE p W/ 3 STRANDS OF BARBED WIRE ` t R3o,.� �P (SEE SHEETS C7—C16)
DB 2013 PG. 1936 ! (8' MIN HEIGHT)(SEE SHEET C6) ` TYp
_ I PID 369601354455
I NEW 117' MONOPOLE TOWER ELLIOT AND LOUNETTE
WITH 115' RAD CENTER ,� � '� FORBES—ROBINSON
8 DB 1617 PG 330 LOT
1 (120' TO HIGHEST APPURTENANCE) ` PB 29 PG 119
1 (SEE SHEET C19) ,� Y 7
220' TOWER FALL 1 1t �6
7 — — PID 369601257238 ®� ZONE SETBACK EXISTING POND 5\ 3 /
! ELLIOT AND LOUNETTE 4'H X 20'L X 10'W PB 29 PG 119 A\ f
! FORBES—ROBINSON !
DB 1617 PG. 330 ° BOX CULVERT % 4 2 e ! !
PB 25 PG 29 ° SEE SHEETS C14 & C15) °_� 6 ! /
—_ .— AE FLOOD ZONE —� 5\
PID 369601257238 I PID 369601257238 °
ELLIOT AND LOUNETTE 6, PB 26 PG 130
FORBES—ROBINSON ELLIOT AND LOUNETTE B 4 2 1
I FORBES—ROBINSON J
DB 1617 PG. 330 3
t ° ° PB 25 PG 29 ® DB 1617 PG. 330 PB 25 PG 29 1 ��PB 43
PG 146 f
2 r. P
° TRUDIE G. CRAWFORD
DB 3078 PG 1699 /
� APB 19 PG 286 /
4 !
PB 18 PG 365
I
OVERALL SITE PLAN
C SCALE: 1 ° = 500'
SURVEY NOTE:
1. VERIZON WIRELESS STAFF SHALL COORDINATE WITH THE PROPERTY
OWNER TO OBTAIN THE PROPER EASEMENT AGREEMENTS TO CONSTRUCT
AND MAINTAIN EQUIPMENT IN AND AROUND THE TOWER COMPOUND.
2. PROPOSED COMPOUND LAYOUT BASED ON SURVEY PROVIDED BY DDE
LAND SURVEYING & CONSULTING, PA DATED 01/08/16 AND SITE VISIT ON
11 /24/15.
PB 23 PG 166
0 250 500 1000
GRAPHIC SCALE: 1" = 500'
verizon✓
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLLVA 2828E
ROJECT INFORMATION:
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNT`!
URRENT ISSUE DATE:
06/20/16
SSUED FOR:
CONSTRUCTION
EV.:--DATE:SSUED FOR:-
ONSULTANT:
KimleyoHorn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
ONSULTANT.
RAWN BY:=CHK.:APV.:
KMP KRM WCE
CENSER:
��•��N CA
45 Z;
C. E�
HEET TITLE:
OVERALL SITE
PLAN
SHEET NUMBER: EVISION:
C1 °
018985035
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CONSTRUCTIONWCE
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Capydpht IOmky—Ham and AnoeWle., ine, 7010

LESSEE 30' WIDE NON—EXCLUSIVE
ACCESS AND UTILITY RIGHTS OF
WAY (59,387f SQ. FT.)
LESSEE 12' WIDE GRAVEL
ACCESS DRIVE (1955'f LONG)
�5 (SEE SHEETS C7—C13)
0
LESSEE 20' X 60' PARKING
AND TURN AROUND AREA
NEW 12'
SWING GATE
(SEE SHEET C6)
NEW 60' X 60' FENCED COMPOUND
W/ 3 STRANDS OF BARBED WIRE
x (8' MIN. HEIGHT)(SEE SHEET C6)
LESSEE 117' MONOPOLE TOWER x I I
W11H 115' RAD CENTER
(120' TO HIGHEST APPURTENANCE)
(SEE SHEET C19)I '^
�xll
NEW 100' X 100'
LESSEE LEASE AREA
(10,000f SQ. FT.)
L-
4,
NEW MUL11GANG
METER RACK
4' }
T 1l1'
I
al
I
x
FUTURE 30'
CO—LOCATORI
(TYP. OF 3)
L
LX—X—X—X—X X—X—X—X
SITE NOTES:
1. VERIZON WIRELESS STAFF SHALL COORDINATE WITH THE PROPERTY
OWNER AND/OR TOWER OWNER TO OBTAIN THE PROPER EASEMENT
AGREEMENTS TO CONSTRUCT AND MAINTAIN EQUIPMENT IN AND
AROUND THE TOWER COMPOUND.
2.PROPOSED COMPOUND LAYOUT BASED ON SURVEY PROVIDED BY DDE
LAND SURVEYING & CONSULTING, PA DATED 01/08/16 AND SITE VISIT
ON 11/24/15.
3. CONTRACTOR TO CONFIRM WITH VERIZON CONSTRUCTION MANAGER
THAT THE EQUIPMENT SHOWN HAS BEEN ORDERED/SCHEDULED FOR
DELIVERY TO THIS SITE.
4. THE BASIS OF EQUIPMENT DESIGN INCLUDES ONE (1) COMMSCOPE
RBA72-36 BATTERY CABINET, ONE (1) COMMSCOPE RBA72 RF
CABINET, AND ONE (1) ERICSSON RBS 6120 RF CABINET.
\5. ROUTE COAX/FIBER UP TOWER PER STRUCTURAL ANALYSIS BY TOWER
OWNER.
6. TOWER DIMENSIONS SHOWN ON THIS PLAN ARE FOR TOWER CENTER
LOCATION. CONTRACTOR TO OBTAIN COPY OF TOWER ERECTION
\: DRAWINGS FROM VERIZON CONSTRUCTION MANAGER PRIOR TO
DRILLING TOWER FOUNDATIONS. CASSIONS AND TOWER SHOWN ON THIS
PLAN ARE ILLUSTRATIVE, SEE DESIGN DRAWING BY OTHERS. DO NOT
SCALE.
x LESSEE 11'-6" X 20' CONCRETE
EQUIPMENT PAD W/ EQUIPMENT
CABINETS AND GENERATOR
(SEE SHEET C3)
x ,
x 4'-9"
x
x
�x
I
LESSEE 12' X 30'
EQUIPMENT AREA
iI (360f SQ. FT.)
X x 1
—LESSEE 41'f WAVEGUIDE BRIDGE
(8' MIN. CLEARANCE)
(SEE SHEET C18)
I
j SITE PLAN
C2 SCALE: 1" = 20'
0 10 20 40
GRAPHIC SCALE: 1" = 20'
verizon't'
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CABOLIHA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
URRENT ISSUE DATE:
IF— 06/20/16
CONSTRUCTION
EV.:�ATE:�SSijFn FnR:—�av-
0
06/20/16
CONSTRUCTION
I
mley*Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC License F-0102
-DRAWN BY:==CHK.: A '.:
II KMP I KRM I WCE
o :oFE oti.,2'
SE
0 5 Z�
SITE
PLAN
-SHEEP NUMBER: EVISION
C2 °
018985035
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PROPOSED LESSEE 12' X 30'
EQUIPMENT AREA (360t SQ. FT.)
—Z
1'-9"
WAVEGUIDE POST
FOUNDATION
WAVEGUIDE BRIDGE
6'
TWO (2) HYBRID
FIBER CABLES
3'-9"
L
EQUIPMENT PAD NOTES:
1. REFER TO THE SITE PLAN ON SHEET C2 FOR EQUIPMENT PAD
LOCATION AND ORIENTATION.
2. RUN 4" TELCO CONDUIT OVERHEAD ON WAVEGUIDE BRIDGE USING 16"
RADIUS SWEEPS AT ALL BENDS. CONNECT TO 12X12X6 PVC NEMA
BOX ON SIDE OF RBA72.
3. RUN 2" POWER CONDUIT OVERHEAD ON WAVEGUIDE BRIDGE, SWEEP
DOWN CABLE LADDER TO APPROX. 5' HIGH, THEN SWEEP OVER TO
6X6X6 PVC NEMA BOX ON SIDE OF RBA72.
4. RUN 2" POWER CONDUIT OVERHEAD ON WAVEGUIDE BRIDGE, SWEEP
DOWN CABLE LADDER TO APPROX. 6" HEIGHT, THEN ELBOW OVER TO
LB FITTING ON SIDE OF PLINTH BELOW 6120 RF CABINET.
5. RUN HYBRID CABLE OVERHEAD ON WAVEGUIDE BRIDGE, SWEEP DOWN
CABLE LADDER TO APPROX. 18" HEIGHT, THEN SWEEP OVER TO
PENETRATION IN DOGHOUSE ON BACK OF RBA72 RF CABINET.
6. FASTEN CONDUITS TO UNISTRUT ON WAVEGUIDE BRIDGE AND CABLE
LADDER WITH TWO PIECE HOT DIP GALVANIZED CONDUIT STRAPS.
7. BOLT CABINETS AND GENERATOR TO SLAB USING FASTENERS
SPECIFIED BY EQUIPMENT MANUFACTURER IN FACTORY PROVIDED
MOUNTING HOLES.
B. SAWCUT CONTROL JOINT TO BE TREATED WITH SIKADUR 51 SL
SEALANT OR APPROVED EQUAL.
2'
/RBA72 I I � RBA72-36
1'-9.
TDSGA
(SEE "E" SHEETS)
5'-6"
EXTEND WAVEGUIDE
POST TO INSTALL LIGHT
LESSEE 11'-6" X 20' CONCRETE
EQUIPMENT PAD W/ EQUIPMENT
CABINETS AND GENERATOR
SIX (6) 1%"
COAX CABLES
COMMSCOPE WB—CF90 ICE 1}2" DEEP SAWCUT
BRIDGE CORNER FILLER I�/
1
i
i
I
I
CONTROL JOINT
4" TELCO
CONDUIT
I
•_8"I � RBS46120'I2" POWER
CONDUIT
COAX JUMPER
CABLES
5'-6"
1 EQUIPMENT PAD LAYOUT
C3 SCALE: 1" = 3'
1'-6"
LESSEE
3'-2" X 7'-11"
30KW GENERATOR
6'
2'-6"
—6
11
PAD MOUNTED
CABLE TRAY
(SEE "E" SHEETS)
LESSEE 6' H—FRAME W/
INTEGRATED LOAD CENTER,
DISCONNECT, AND TELCO BOX
0 1.5 3 6
GRAPHIC SCALE: 1" = 3'
verizonv
8821 RESEARCH DRIVE
CHARLOTTE, NORTH IAROMEA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
0
06/20/16
CONSTRUCTION
WCE
mley>>> Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
=DRAWN BY:==CHK.:APV.:—
KMP I KRM I WCE
=ICENSER:
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EQUIPMENT
PAD LAYOUT
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—rt. ,r, toga •t", r emepn me a gm p,rrtr . r m nuvumrn m —, r I.— ony ror — •p• pm— one ment mr .n rt — I-"e wear! mw Ynper ropmg— m tt& dm—t .Maul wrMm outhorhdbn and
M 10m by—Hom and Aroebe, hFa. ehdl be ed0aul eobclq to Kudy—Hem me Naoowr, bc.
Cop/,W M.I y—Hom and Aeeodoh.. Inc, 201E

ALL OVERHEAD CONDUITS TO BE MOUNTED TO
%" P3300 UNISTRUT MOUNTED TO SIDE FLANGE
OF WAVEGUIDE BRIDGE USING UNISTRUT P1498
FITTINGS. SUPPORT TELCO AND ELECTRICAL
CONDUIT FROM UNISTRUT USING TWO PIECE HOT
DIP GALVANIZED CONDUIT CLAMPS.
LESSEE 11'-6" X 20' CONCRETE
EQUIPMENT PAD W/ EQUIPMENT
CABINETS AND GENERATOR
#4 ® 1'-0" (MAX.) E.W. 2" CLEAR
FINISH TOP AND BOTTOM TYP. U.O.N
GRADE
4Y4"
t7!t e,7 fit' •�' .�s'
v I
`..' /� \! `l ...`. ✓ \ \..t � °` .., (, �r� �\ ��`` ,� J t f f .Y '\ ... P\. � `, � �f 4 f \. \,. / � \. fif i .l• ;�{ f � `�f � \ f
-1
" /CLE
6 OF #57 STONE —MIN.
fr
WELL COMPACTED FILL
MATERIAL (18" MINIMUM)
` 18"0 WAVEGUIDE
° °, BRIDGE POST FOOTING
(SEE SHEET C18)
f
WAVEGUIDE BRIDGE
KIT (PART #: WB—K210—B15
WITH MF-273 BURIAL POST
OR APPROVED EQUIVALENT)
WAVEGUIDE POST
(SEE SHEET C18)
VALMONT/SITE PRO SITE STRUT OR
APPROVED EQUAL. FASTEN TO POST USING
Y2"0 GALVANIZED U—BOLT OR APPROVED
EQUAL. COLD GALVANIZE ANY DRILLED
HOLES IN SITE STRUT AND AT ANY
CUT—OFF BOLT ENDS.
EQUIPMENT PAD FOUNDATION SECTION
C4 % SCALE: 1" = 2'
0 1 2 4
GRAPHIC SCALE: 1" = 2'
verizonv'
8921 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
0
06/20/16
CONSTRUCTION
WCE
mley* Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 770—B25-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
—DRAWN BY:==CHK.: APV.:
KMP I KRM I WCE
N CAR
EA
417 5 Z
EQUIPMENT
PAD FOUNDATION
SECTION DETAILS
C4 °
018985035
m% aoeam•nt, mg• .tm u. —.Wu ane augn p—w awn, a an m.wr m .r . r mft m ony far u. pwmn wpow am m t for .ram E — ""red. Ibuw of and Vnpmp.r rHan an tta. doe—nt •Mout .rltl.n a ftl aban and odoptalbn by gmYy—Ibm and Auod b k kq •hall b..M-d kbft to Kk J y—Hom and A—;aM h-
Capy,W IEml.y—Hom and Aoaekda., Inc., 201E

LESSEE 11'-6" X 20' CONCRETE
EQUIPMENT PAD W/ EQUIPMENT
CABINETS AND GENERATOR
#4 ® 1'-0" (MAX.) E.W.
ALL OVERHEAD CONDUITS TO BE MOUNTED TO
7/8" P3300 UNISTRUT MOUNTED TO SIDE FLANGE
OF WAVEGUIDE BRIDGE USING UNISTRUT P1498
FITTINGS. SUPPORT TELCO AND ELECTRICAL
CONDUIT FROM UNISTRUT USING TWO PIECE HOT
DIP GALVANIZED CONDUIT CLAMPS.
2" CLEAR
Z_
WAVEGUIDE BRIDGE
KIT (PART #: WB-K210-B15
WITH MF-273 BURIAL POST
OR APPROVED EQUIVALENT)
WAVEGUIDE POST
(SEE SHEET C18)
SITE STRUTS TO SUPPORT DIPLEXERS.
INSTALLED AS REQUIRED.
VALMONT/SITE PRO SITE STRUT OR
APPROVED EQUAL. FASTEN TO POST
USING X"O GALVANIZED U-BOLT OR
APPROVED EQUAL. COLD GALVANIZE
ANY DRILLED HOLES IN SITE STRUT
AND AT ANY CUT-OFF BOLT ENDS.
7
18"0 WAVEGUIDE
° BRIDGE POST FOOTING
\1(SEE SHEET C18)
fff � 4
NOTE: 1 EQUIPMENT PAD FOUNDATION SECTION
IF DIPLEXERS ARE NOT INSTALLED UPON Crj SCALE: V = 2' 0 1 2 4
INITIAL CONSTRUCTION, THE LAYOUT ON
DETAIL 1/C4 SHALL BE USED. GRAPHIC SCALE: 1" = 2'
10oDo0o0o0ao0o0e0o0o0 <
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J-- J-- J-
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o-0-0-0-0-0-0-0=0-0r
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1'-3"
0o0=0=000=00000=0=0r
2,—D"
0
o0=0a=0=0=0o0=0o0a=0
FINISH TOP AND BOTTOM (TYP. U.O.N.)
GRADE 1'-4"
4y4"
O f �J i • !i - 9
�P r I� . • r • I
f �! .. ,,. �..� `'.�f. � .� `\ !., •. F,, \ f,.. „ ,P' - ``\. `� J` 6 ' � Pf - 'J i t J �' %` t f �I .�]
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6 OF 57 STONE -MIN. f ' / s / f r / / - / /, `.
# d r a `�`
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WELL COMPACTED FILL),
ILL ��'���
MATERIAL (18" MINIMUM)f;'
s f
f�
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verizon,l
882f RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 2826E
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
=REV.:--DATE:—ISSUED FOR: -------BY:=
0
06/20/16
CONSTRUCTION
WCE
fANI
imleyo Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC License F-0102
=DRAWN BY:==CHK.:APV.:
KMP I KRM I WCE
EQUIPMENT
PAD FOUNDATION
SECTION DETAILS
C5 °
018985035
Thl• doeam•rd, togW- •Eh Er mnapb and drip. pn %d ha•in, m an in•frrrmr of rrAm. Is int•nd•d any far the •pwft plrper and agent far •Neh It a red. R— of and
PnDa FrprOpr nlarr+ an W. daau.rd •Rhout M. aNnrtr IM uM adaptation by 10m4y-!bm uM Araehh•. kn. •hall W d4nN Pabft io KYnly-Hom uM N•oetah4 hle.
CopyrlpM I00W-Ham and Aeoelole•, I=. 201E

FENCE NOTES:
1. USE 3,000—PSI CONCRETE, FULLY 3 STRANDS OF 12 GA.
CONSOLIDATED AROUND THE POST. GALV. BARBED WIRE
WITH 4—POINT BARBS 2%" O.D. STANDARD
2. WHERE THE POST IS SET IN ROCK OR GALV. LINE POST
CONCRETE, CORE A HOLE 12" DEEP AND fib" STEEL TRUSS ROD
D CONTRACTOR TO PROVIDE
AND TRUSS ROD 1
1" LARGER IN DIAMETER THAN THE POST. %" O.D.
SET THE POST AND GROUT IN PLACE TIGHTENER AT ALL STYMIE LOCK OR 9 GA' 2"x2" STANDARD B'-0" O.C.
USING NON —SHRINK GROUT. CORNERS (TYP.) APPROVED EQUIVALENT FENCE FABRIC GALV. PIPE
(MAX.)
3. ALL POSTS MUST BE PLUMB AND ALIGNED 1-1 27X8 O.D. STANDARD
WITH ONE ANOTHER IN BOTH HORIZONTAL a� GALV. CORNER AND
AND VERTICAL PLANES. _. GATE POST
4. CORNERS AND GATEPOSTS FOR CHAIN STEEL GALV.
LINK FENCES SHALL EXTEND ABOVE THE TENSION BAR
TOP STRAND OF BARBED WIRE TO 1%" O.D. GALV.
PROVIDE TENSIONING FOR THE BARBED PIPE FOR GAL O.D. STANDARD
WIRE. MUSHROOM STOP GALV. RAIL AND
� '� BRACE PIPE (TYP.)
5. PROVIDE MIDRAILS AND BRACING AT ALL o 7 GA. GALV.
INDUSTRIAL
CORNER POSTS WHERE THE FENCE ti TENSION WIRE
CHANGES DIRECTION BY MORE THAN 30 00 HINGE — 180' RAIL END
CONNECTOR
DEGREES. (TYP.) TENSION / BRACE
(TYP.) BAND (TYP.)
6. THE GRADE OF THE SITE AND
FINISH GRADE
INSTALLATION OF THE FENCE SHALL
PROVIDE FOR NO MORE THAN A 1" GAP
BETWEEN THE BOTTOM OF THE FENCE T - a'
MATERIAL AND FINISH GRADE. COMMERCIAL 2'-0" - a :y
FABRICATED 1" GAP ar b' (TYp )
7. CONTRACTOR SHALL PROVIDE HOLD OPEN 1.90" O.D. ''" BETWEEN FENCE ®.r'
DEVICES FOR ALL GATES AT THE 1,_Oa ; a GATE FRAME 10" MUSHROOM AND GRAVEL
SPECIFIED OPEN POSITIONS, DRIVEN PIPE
TYPE RECEIVERS ARE NOT AUTHORIZED. (TYP-) (TYR) STOP
SEE NOTES
8. CONTRACTOR SHALL ALSO PROVIDE A 6'-0" 6'-0" SEE NOTES
MUSHROOM TYPE RECEIVER AT THE CLOSE
POSITION. 12'-0"
CHAIN LINK FENCE AND GATE ELEVATION
C6 NOT TO SCALE
3—WIRE 45' BARBED WIRE
ARM W/ 3—STRANDS OF
BARBED WIRE (TYP.)
(TYP.)
TOP RAIL
z J>I CHAIN LINK
w FENCE FABRIC
INSTALL MUSHROOM CHAIN LINK
STOP WITH SLOT FENCE w o LINE POST
PARALLEL TO CLOSED of a zz 8'-0" O.C. MAX.
FINISH GATES 6" OF #57 STONE IT OF SURFACING 00 < w
X x
GRADE291
TO
LIMIT OF z FINISH
DISTURGRADE
r , BANCE) EXISTING GRADE
—
Ir�z,;,;s r�F -' �t� ✓`" s� s � e+r,r f,orr'+`G s�r�i,cf
..0'w�����7
MIRAFI 50OX r s � i�r «`' F�✓ ' f, ��r b ' r,
(TO LIMIT OFEIfIf..
CONCRETE DISTURBANCE) s ,) J,�,
COMPACT SUBGRADE AND
10" SURFACING TO PRODUCE AN
UNYIELDING SURFACE
2 MUSHROOM STOP 3 SITE COMPOUND SURFACE DETAIL q SECTION @ FENCE
(�6 NOT TO SCALE NOT TO SCALE NOT TO SCALE
verizonit
8921 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28282
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
06/20/16
ISSUED FOR:
CONSTRUCTION
=REV.:--DATE,------ISSUEO FOR: ------RY:,
0
06/20/16
CONSTRUCTION
WCE
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC License F-0102
=DRAWN BY:=CHK.:APV.:
KMP I KRM I WCE
*'III I11ff/1I
•`�N CRO'.
A
ESS •• �. i
O •
S
0175 Z:
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FENCE, GATE,
AND COMPOUND
DETAILS
—SHEET NUMBER: REVISION:
C6 °
018985035
mr —raem, .9— — — —.W. — —.g- P-- — , an nramrwt m r mums ony TW M sps parpar am arm rar .hies n rras prapana. w sr ana ■npropsr nfaros an this audm.m r.Nlaat WrIUM wthOrlmtbn and adaptatian by pm Ho and Amdabbk kr, shall be wfthult fah fAy to KNJry-Ham and Nsoelatr, YK
Cw,TV* gmlmtHom and Aeodstm, IK, 201E

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 53,136t SQ. FT. (1.22
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C13.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS —
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD — —}—
TPF TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
VA
1 \ GRADING & EROSION CONTROL PLAN
SCALE: 1" = 40'
0 20 40 80
GRAPHIC SCALE: 1" = 40'
verizonit
B9E1 RESEARCH DR/VE
CHARLOTTE, NORTH CAROMEA E9E9E
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
CURRENT ISSUE DATE:
06/20/16�
CONSTRUCTION 1
0
06/20/16
CONSTRUCTION
WCE
mIeyo Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 770—B25-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
�UKAWN HY:==GHK.: APV.:
KMP I KRM WCE
�N CARO
. o .•FEs•'�••�.
SEAL
45 z
�o
GRADING &
EROSION CONTROL
PLAN 1 OF 6
C7 °
018985035
Copydy,t IO.Wy--H m and Au•dulm 1—, 401E

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 53,136t SQ. FT. (1.22
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C13.
9. MAXIMUM CUT SLOPE = 2H:1 V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1 V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS — —
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD —�
TPF TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
GRADING & EROSION CONTROL PLAN
SCALE: 1" = 40'
OD
NE
Z"
0 20 40 80
GRAPHIC SCALE: 1" = 40'
verizonit
B921 M&MCN DRIVE
MARLOTTE, NORTH CAROMNA 26128E
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
:CURRENT ISSUE DATE:
06/20/16�
CONSTRUCTION
0
06/20/16
CONSTRUCTION
WCE
*Hord
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 770—B25-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
:q)KAWN BY:=CHK.:--APV.:
KMP I KRM WCE
GRADING &
EROSION CONTROL
PLAN 2 OF 6
C8 0
018985035
ThI Aee„n . -- .en — nwinl. — — w....nIM Ardw. — — I— M -- Y 1— — — x...,,.."e. -- _— —1 — — r W _—_r — — __.
m
COPAM IOmbrHom and Aeodule., I=. 201E

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 53,136t SQ. FT. (1.22
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
B. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C13.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS --- ---- ---------------- ---
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD "ILI
TPF TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
NpR�
GRADING & EROSION CONTROL PLAN
SCALE: 1" = 40'
0 20 40 80
EMMMEENNI
GRAPHIC SCALE: 1" = 40'
verizonol
8821 RESEARCH DRIVE
CHARLOTTE, !NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 2BO37
CATAWBA COUNTY
:CURRENT ISSUE DATE:
06/20/16�
CONSTRUCTION
:REV.:--DATE:ISSUED FOR: �Y:=
0
06/20/16
CONSTRUCTION
WCE
mley>>> Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
R)KAWN BY:==CHK.: APV.:
KMP I KRM I WCE
GRADING &
EROSION CONTROL
PLAN 3 OF 6
C9 °
018985035
-- — — , — — — —1 - — —.19' . --Y-Wn Of IC Ntleb1Y, h-
C-FAW amby—Rom -d A—ddme 1—, 2016

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 53,136t SQ. FT. (1.22
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C13.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS ---
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD 74hl
TPF TPP TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION 0 XXX
GRADING & EROSION CONTROL PLAN
SCALE: V = 40'
0 20 40 80
GRAPHIC SCALE: 1" = 40'
verizon,l
8821 MSWCH DRIVE
CHMU0778, HORTH am0l A 2826E
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
:CURRENT ISSUE DATE:
06/20/16�
CONSTRUCTION
:REV.:--DATE:SSUED FOR:
0
06/20/16
CONSTRUCTION
WCE
mley* Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
-DRAWN BY:==CHK.: APV.:
KMP I KRM I WCE
�a���un►►�♦
�N CARO'�'�.
.oFES' 'ti••2 •
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GRADING &
EROSION CONTROL
PLAN 4 OF 6
cl o 0
018985035
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C.py,W 10.k j-+I•m and A—Wt ., Ina, 201E

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 53,136t SQ. FT. (1.22
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C13.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD
TPF TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
GRADING & EROSION CONTROL PLAN
SCALE: V = 40'
0 20 40 80
GRAPHIC SCALE: 1" = 40'
verizon,l
11112f RESEARCH DRIVE
CHARLOTTE, NORTH CAROMNA 21126E
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNT(
CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
:REV.:--DATE:SSUED FOR: -BY:=
0
06/20/16
CONSTRUCTION
WCE
>»Hornl
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE 770—B25-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
BRAWN BY:==CHK.:====APV.:
KMP KRM WCE
::I_ICFNSFR.
,,��CARO
ttltt111
L
0 45 Z:
GRADING &
EROSION CONTROL
PLAN 5OF6
C11 °
018985035
. — .—._ _. _...—. — _ — _— -.--._ __ _._ —­ ._ _.—... __ r-w _ __ _. ­ "r r— ,•­ — -w — — -- •ww,®,on ono aoopmuon ry ­q ono Auu WtIO, M •not be NElnut kdAla to KYNry—Horn WA A—clofr, hw
CoPYIW M.WY—bm "nd Amdd.., 1—, 201E

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 53,136t SQ. FT. (1.22
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB'
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE -WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C13.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD HI
TPF TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
GRADING & EROSION CONTROL PLAN
SCALE: 1" = 40'
0 20 40 80
GRAPHIC SCALE: 1" = 40'
verizonit
882f RESEARCH DRIVE
CHARLo7TE, NORTH CAROLINd 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
'CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
0
06/20/16
1 CONSTRUCTION
WCE
imleyo Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
BRAWN BY:=CHK.:„PV:
KMP I KRM WCE
CARO
.�
•OF Es••p�•%i
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GRADING &
EROSION CONTROL
PLAN 6 OF 6
C12 °
018985035
CaWegld pmt•-Fbm and Assodule•, Inn, 201E

EROSION CONTROL NOTES:
1. EROSION CONTROLS SHALL BE INSTALLED
PRIOR TO CONSTRUCTION AND SHALL BE
ADEQUATE TO MAINTAIN SEDIMENT ON SITE.
2. ALL EXCAVATED SOILS NOT NEEDED ON
SITE FOR BACKFILL OPERATIONS SHALL
BECOME PROPERTY OF THE CONTRACTOR
AND SHALL BE TAKEN OFF SITE AND
LEGALLY DISPOSED OF.
3. SOIL REMAINING ON SITE SHALL HAVE SILT
FENCE TIGHTLY PLACED AROUND THE
ENTIRE CIRCUMFERENCE OF THE PILE.
4. PROVIDE EROSION CONTROLS AS
NECESSARY TO PREVENT EXISTING SOILS
FROM DRAINING OFF SITE OR INTO
EXISTING DRAINAGE STRUCTURES.
5. ERECTION OF EROSION CONTROLS SHALL
BE IN ACCORDANCE WITH STATE AND
LOCAL EROSION CONTROL REGULATIONS.
HEIGHT:
MAX. 3'
MIN. 2'
SECTION
STEEL POSTS
MAX. 8' O.C.
WIRE FENCE ("HOG WIRE")
FILTER FABRIC
BOTTOM OF WIRE FENCE
AND FILTER FABRIC BURIED
6" IN EXCAVATED TRENCH
STEEL POST
DRIVEN 18"
INTO GROUND
1 SEDIMENT FENCE (SILT FENCE)
C 13 NOT TO SCALE
SEEDING SCHEDULE FOR WINTER / SPRING
CONSTRUCTION ACTIVITIES
SEEDING MIXTURE
Species
Rye (grain)
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains)
SEEDING SCHEDULE FOR SUMMER
CONSTRUCTION ACTIVITIES
SEEDING MIXTURE
Rate (Ib/acre) Species Rate (Ib/acre)
120 Common Bermudagrass 40-80 (1-2 Ib/1,000
sq. ft.)
50
Omit annual lespedeza when duration of temporary cover is
not to extend beyond June.
SEEDING DATES
Mountains-- Above 2500 ft: Feb 15 — May 15
Below 2500 ft.: feb. 1 — May 1
Piedmont --Jan. 1 — May 1
Coastal Plain --Dec. 1 — Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000
lb/acre ground agricultural limestone and 750 lb/acre
10-10-10 fertilizer.
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tacking with
asphalt, netting, or a mulch anchoring tool. A disk with
blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed,
refertilize and mulch immediately following erosion or other
damage.
WEATHERPROOF SIGN (AS SHOWN ABOVE):
SEE NOTES BELOW FOR CONSTRUCTION
AND SPACING DATA.
SEEDING DATES
Coastal Plain --Apr. 1 — July
Piedmont --Apr. 15 — June 30
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or
apply 3,000 lb/acre ground agricultural limestone and
500 lb/acre 10-10-10 fertilizer.
MULCH
Use jute, excelsior matting, or other effective channel
lining material to cover the bottom of channels and
ditches. The lining should extend above the highest
calculated depth of flow. On channel side slopes above
this height, and in drainages not requiring temporary
lining, apply 4,000 lb/acre grain straw and anchor
straw by stapling netting over the top.
MAINTENANCE
A minimum of 3 weeks is required for establishment.
Inspect and repair mulch frequently. Refertilize the
following Apr. with 50 lb/acre nitrogen.
POST MAY BE EITHER 4" DIAMETER PINE,
2" DIAMETER OAK, OR 1.33 Ib/LF
ORANGE, UV RESISTANT,
HIGH —TENSILE STRENGTH,
POLY BARRICADE FABRIC
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARA ARBOLES — NO ENTRAR
z
M
6
:. •SUBGRADE
NOTES
INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO CALLING FOR
SITE INSPECTION. MAINTAIN TREE PROTECTION FENCE THROUGHOUT
DURATION OF PROJECT. ADDITIONAL SIGNS MAY BE REQUIRED BASED ON ACTUAL
FIELD CONDITIONS.
2 TREE PROTECTION FENCE
C 13 NOT TO SCALE
verizon,'
8821 RESEARCH DRNVE
CHARLOTTE, NORTH CAROLTNA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
:CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
REV.:_DATE:====1SSIIFn FnR•-av_
0
06/20/16
1 CONSTRUCTION
WCE
Hord
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 77D—B25-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
BRAWN BY:=CHK.: APV.:
KMP I KRM I WCE
♦����N CARp "% ..
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GRADING &
EROSION CONTROL
DETAILS
C13 °
018985035
C-WeW 10.ky—Hom a d Adotm Ina, 201E

CULVERT CONSTRUCTION PHASING NOTES:
1. CONSTRUCT PROPOSED ROAD UP TO THE
EXISTING STREAM.
2. CREATE TEMPORARY STREAM DIVERSION TO
THE WEST OF THE EXISTING STREAM.
3. INSTALL BOX CULVERT IN THE EXISTING
STREAM BED. UTILIZE THE NORTHERN SIDE
OF THE PROPOSED CULVERT FOR ACCESS
TO COMPACT BACKFILL OF CULVERT ON
THE WESTERN SIDE. ONCE BACKFILL IS
COMPLETED, RESTORE STREAM BED TO ITS
ORIGINAL CONDITION.
4. ONCE THE BOX CULVERT IS IN PLACE WITH
PROPER BEDDING, COVER, AND BACKFILL,
REMOVE THE TEMPORARY DIVERSION TO
ALLOW WATER TO FLOW THROUGH EXISTING
CHANNEL AND BOX CULVERT.
BOX CULVERT BEDDING NOTES:
1. EXCAVATE ALL UNSUITABLE MATERIAL UP
TO 3 FEET DEEP IN THE BOX CULVERT
FOOTPRINT. DEWATER THE TRENCH AS
NECESSARY. REPLACE ALL UNSUITABLE
MATERIAL WITH GAB COMPACTED TO 85%
STANDARD PROCTOR.
2. INSTALL 8" SUB -BASE OF MEDIUM
AGGREGATE COMPACTED TO 98% OF
STANDARD PROCTOR. INSTALL 2" FINE
GRANULAR LEVELING COURSE COMPACTED
TO 98% STANDARD PROCTOR ON TOP OF
8" SUB -BASE.
3. INSTALL BOX CULVERTS PER THE NCDOT
DETAILS. BACKFILL SHALL BE CLASS I-B
COMPACTED TO 85% STANDARD PROCTOR.
BOX CULVERT DESIGN NOTES:
1. FOR GENERAL NOTES ON BOX CULVERT
DESIGN AND CONSTRUCTION SEE THE
NCDOT DETAILS ON SHEET C15.
2. FOR REINFORCING AREA REQUIRED AND
SPACING OF REINFORCEMENT REFERENCE
ASTM C1577-15 USING A DESIGN EARTH
COVER OF 0G2 FEET.
3. DESIGN LOADING SHALL BE THE MOST
SEVERE OF EITHER AN AASHTO HL-93
TRUCK LOADING OR H-25 TRUCK LOADING.
4. CONTRACTOR SHALL SUBMIT STRUCTURAL
CALCULATIONS AND SHOP DRAWINGS FOR
REVIEW BY THE ENGINEER PRIOR TO
FABRICATING THE CULVERT.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD
TPF TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
TIE-IN TEMPORARY DIVERSION
INTO EXISTING GRADE
,,,, y4 ENERGY DISSIPATION
CLASS I RIP RAP
TEMPORARY STREAM DIVERSION
0.67% RUNNING SLOPE WITH EROSION
CONTROL MATTING AND 12" OF __,/
NCDOT CLASS 1 RIPRAP
(SEE NCDOT STANDARD DRAWING
1630.05 AND SHEET C20)
INV. 772.4
v
TEMPORARY
IMPERVIOUS DIKE
4'H X 10'W BOX CULVERT
(SEE NCDOT STANDARD
`STD. NO. CB11)
BOTTOM OF CULVERT,-
INV. 772.9
TOP OF CREEK BED f
INV. 773.9
4v�- 1
0
1)
-TEMPORARY
IMPERVIOUS DIKE
BEGIN TEMPORARY
STREAM DIVERSION
1 BOX CULVERT PLAN
�14 SCALE: 1" = 20'
0 10 20 40
GRAPHIC SCALE: 1" = 20'
verizonvl
89Ef RESEARCH DRNR
CHARLOM, NORTH
CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
07/21 / 16�
CONSTRUCTION
=REV.:--DATE:-ISSUED FOR:
0
06/20/16
1 CONSTRUCTION
WCE
1
07/21/16
CONSTRUCTION
WCE
mley>>> Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
KMP I KRM I WCE
CAR �''•
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CULVERT
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NOTES:
1. 3"0 WEEP HOLES INDICATED TO BE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS.
2. CONCRETE IN CULVERTS TO BE POURED IN
THE FOLLOWING ORDER:
2.1. WING FOOTINGS AND FLOOR SLAB
INCLUDING 4" OF ALL VERTICAL WALLS.
2.2. THE REMAINING PORTIONS OF THE
WALL AND WINGS FULL HEIGHT
FOLLOWED BY ROOF SLAB AND
HEADWALLS.
3. THE CULVERT DESIGN ENGINEER SHALL
CHECK THE LENGTH OF CULVERT BEFORE
STAKING IT OUT TO MAKE CERTAIN THAT
IT WILL PROPERLY TAKE CARE OF THE
FILL.
4. THIS BARREL STANDARD TO BE USED ONLY
ON CULVERT ON 90' SKEW AND TO BE
USED WITH STANDARD WING SHEET WITH
THE SAME SKEW AND VERTICAL
CLEARANCE.
5. DIMENSIONS FOR WING LAYOUT AS WELL
AS ADDITIONAL REINFORCING STEEL
EMBEDDED IN BARREL ARE SHOWN ON
WING SHEET.
6. TRANSVERSE CONSTRUCTION JOINTS SHALL
BE USED IN THE BARREL, SPACED TO
LIMIT THE POURS TO A MAXIMUM OF 70
FT. LOCATION OF JOINTS SHALL BE
SUBJECT TO APPROVAL OF THE ENGINEER.
7. STEEL IN THE BOTTOM SLAB MAY BE
SPLICED AT THE PERMITTED CONSTRUCTION
JOINT AT THE CONTRACTOR'S OPTION.
EXTRA WEIGHT OF STEEL DUE TO THE
SPLICES SHALL BE PAID FOR BY THE
CONTRACTOR.
8. AT THE CONTRACTOR'S OPTION, HE MAY
SPLICE VERTICAL REINFORCING STEEL IN
THE INTERIOR FACE OF EXTERIOR WALL
AND BOTH FACES OF INTERIOR WALLS
ABOVE LOWER WALL CONSTRUCTION JOINT.
THE SPLICE LENGTH SHALL BE AS
PROVIDED AND PAID FOR BY THE
CONTRACTOR.
9. AT THE CONTRACTOR'S OPTION HE MAY
SUBMIT, TO THE ENGINEER FOR APPROVAL,
DESIGN AND DETAIL DRAWINGS FOR A
PRECAST REINFORCED CONCRETE BOX
CULVERT IN LIEU OF THE CAST —IN —PLACE
CULVERT SHOWN ON THE PLANS. THE
DESIGN SHALL PROVIDE THE SAME SIZE
AND NUMBER OF BARRELS AS USED IN
THE CAST —IN —PLACE DESIGN. FOR
OPTIONAL PRECAST REINFORCED CONCRETE
BOX CULVERT, SEE SPECIAL PROVISIONS.
ROADWAY WIDTH
3' ROADWAY FILL SLOPE :1 i
r~-
Ileli
ROADWAY FILL SLOPE :1 6'BEVEL
WING SLOPE WING SLOPE UPSTREAM
FOR 2:1 FILL 2 •4 GI Q 9'CTS. \ FOR 2:1 FILL ONLY
CONST. JT.
+ •4 B2 BARS- FILL FACE GRADE
I
'4 Bl BARS- STREAM FAC Q 2 ELEV.
o — — — — — — — — — — — — — — ° CONS T. J_ _ o o I 0
3"0 WEEP HOLES Q 10'- 0't CTS.
I
CULVERT SECTION NORMAL TO ROADWAY END ELEVATION
LENGTH OF CULVERT=
Al BARS Q CTS. CORNER BARS A2 BARS Q CTS.- CORNER BARS
ISEE BARREL SECTIONI ISEE BARREL SECTIONI
\ - �— —
r— _ — — — — — — — — — WING FOOTING
JFACEI DULVERTSTA. FLOOR SLAB
2'4G1 Q 9WALL 9'
HEADWALLPROJECT NO.
+COUNTY
STATION:
CONST. IT.SHEET 2 OF 2
DEPARTMEJ' OF TRANSPORTATION
A100 BARS Q CTS.- BOTTOM Of g00F SLAB _FLODR SLAB BARREL STANDARD
WING FOOTIN SINGLE FT. X FT.
PART PLAN ROOF SLAB PART PLAN FLOOR SLAB DETAIL CONCRETE BOX CULVERT
SKEW
CONNECTION OF WING FOOTING 90° 197l2 8a AXSEM3LEBY, DA7E� SPECIAL AND FLOOR SLAB WHEN SLAB BEvismxs v ETNcBT.OA _¢¢,,=,T, n•WIIHT DaE�A�D-.�aa� STANDARD IS THICKER THAN FOOTING 9CHECKED BT , AA.BRSETTE DALE , AUG. igeg '�s�K'[,zSTD. NO. CBII
BI BARS Q CTS.STRE•4
B2 BARS Q CTS.F
A200 BARS Q CTS: TOP OF FLODR SLAB
NICDOT BOX CULVERT DETAILS
C15 NOT TO SCALE
verizon,l
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 26037
CATAWBA COUNTY
:CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
FOR:
0
06/20/76
CONSTRUCTION
WCE
mley>>> Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC License F-0702 '..
--17W1WN 13Y:==CHK.:AP1/.:
KMP KRM WCE
BOX
CULVERT
DETAILS
C15 °
018985035
y ,n.Y-,nm m A.mau6 n u l o..nnart �aenq m KWr"Y-H m uw A � kftr, Irr-
CDp7A�d KlmlvrHan and AtWDdalm Ins, 201E

EXISTING ROADWAY
50' MIN., BUT SUFFICIENT
TO KEEP SEDIMENT ON SITE
2"-3" STONE TO BE USED 12' OR WIDTH OF
(SURGE STONE OR RAILROAD PROPOSED STREET,
BALLAST) WHICHEVER IS GREATER.
PLAN
NOTES:
1.
PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2.
IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVEL—ING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE
WASHED BEFORE ENTERING THE PUBLIC ROAD.
3.
IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON
TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL
CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
EXISTING ROADWAY NEW CONSTRUCTION
35' MIN. 15' MIN.
6" MIN.
a 12" MIN.
d . e.�w , , _,.�rn11-7
r"i
}
I`�•ir�� ilrii
ABRIC UNDER STONEI�ull
CROSS SECTION
1 CONSTRUCTION ENTRANCE
C 16 NOT TO SCALE
6" BASE OF SURGE STONE OR RAILROAD
BALLAST (2" TO 4"0 STONE TYP.)
(SEE NOTE BELOW)
4" OF CRUSHER RUN/ABC STONE.
CROWN 2% TO DRAIN
GEOTEXTILE FABRIC MIRAFI
50OX OR APPROVED EQUAL
COMPACTED SUBGRADE (95% MAX. DRY J
DENSITY IN ACCORDANCE WITH ASTM D698)
12'
NOTE:
IF DETERMINED NECESSARY DURING GRADING AND CONSTRUCTION OF THE
ACCESS ROAD BY THE VERIZON WIRELESS PROJECT MANAGER, THE
CONTRACTOR SHALL INSTALL 6" BASE OF SURGE STONE OR RAILROAD
BALLAST (2" TO 4"0 STONE TYP.)
2 STANDARD ACCESS ROAD DETAIL
C 16 NOT TO SCALE
verizonv
B9E1 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA EBEBE
ROJECT INFORMATION:
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
URRENT ISSUE DATE,
06/20/16
SSUED FOR: —
CONSTRUCTION
EV.:_DATE­—====ISSUED FOR: —BY:
ONSULTANT
Kimley* Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 77G-825-0744
WWW.KIMLEY—HORN.COM
NC License F-0102
ONSULTANT.= RAWN BY:CHK.:APV.:
KMP KRM� WCE
CENSER:
2 Quo ti9<••� .
s =
74 z:
OIN
:,•y,�,/ C • • Mop,.`
HEET TITLE
ACCESS ROAD
DETAILS
SHEET NUMBER:= REVISION-
C16 °
018985035
CONSTRUCTION
WCE
...... -'-'---
Copyitpld pmk,,o­-Hom antl Aoodatm, Inc, 2016

I
TOP
BTM
GATE
COMPOUND
FENCE
MONOPOLE
TOWER
NO
RESPASSIN
VIOLATORS
WILL BE PROSECUTED
Q1 NO -TRESPASSING SIGN
18" HIGH X 24' WIDE
(OPERATIONS PROVIDED)
�t WARNING I
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rules for human mrpusme.
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nm�.nrw.im�m.
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WHITE BACKGROUND w/ IN CASE OF EMERGENC
RED LETTERING
CONTACT: 800-852-2671
SITE:
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LETTERING
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2Q VERIZON WIRELESS -SITE ID SIGN
18" HIGH X 24" WIDE
(OPERATIONS PROVIDED)
I z�t CAUTION -1
Beyotq this point
Radio hwBngTlelds at this site mq weed FCC
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AMgit2H)PBISO EL ONLY BEYM THIS PONn
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®WARNING-RF SIGN (RED) Q CAUTION-RF SIGN (YELLOW) ©NOTICE-RF SIGN (BLUE)
12" WIDE X 18" HIGH 12" WIDE X 18" HIGH 12" WIDE X 18" HIGH
NOTE: SEE TYPICAL SIGNS AND SPECIFICATIONS
DETAIL ON THIS SHEET FOR SIGN DESIGNATIONS.
FCC TOWER
�/R�E��G��I//S�TR//�A�//TION N0.
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C 17 NOT TO SCALE C 17 NOT TO SCALE
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3 SITE SIGNAGE FRONT GATE VIEW
C � 7 NOT TO SCALE
ORANGE BACKGROUND w/
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SIGNAGE NOTES:
1. SIGNS SHALL BE FABRICATED FROM CORROSION
RESISTANT PRESSED METAL, AND PAINTED WITH LONG
LASTING UV RESISTANT COATINGS.
2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE
MOUNTED TO THE TOWER, GATE, AND FENCE USING A
MINIMUM OF 9 GAUGE ALUMINUM WIRE, HOG RINGS (AS
UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS
WHERE NECESSARY. BRACKETS SHALL BE OF SIMILAR
METAL AS THE STRUCTURE TO AVOID GALVANIC
CORROSION.
verizono'
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DEWER, NC 28037
CATAWBA COUNTY
CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION 1
0
06/20/16
CONSTRUCTION
WCE
imley* Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WM1WI.KIMLEY—HORN.COM
NC License F-0102
BRAWN BY:=CHK.:--APV.:
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SITE SIGNAGE
DETAILS
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CONTRACTOR TO INSTALL GPS ANTENNA ON
THE CLOSEST POST TO THE EQUIPMENT PER
MANUFACTURER'S SPECIFICATIONS.
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DETAIL A
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NOT TO SCALE
verizonv
8921 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLWA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
URRENT ISSUE DATE:
06/20/16_
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EV.:=DATE �scnFn Fna•-ay.
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06/20/16
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WCE
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2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 3DD92
PHONE: 77D-825-0744
WWW.KIMLEY—HORN.COM
NC License F—D1D2
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227't
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227't
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* CONTRACTOR ALSO TO INSTALL THREE(3) RRUS B13 W/A2 UNITS,
SIX(6) RRUS32 OR RRUS12 W/A2 UNITS, TWO(2) HYBRID FIBER
CABLES, AND ANY RAYCAP BOXES AS NEEDED. CONTRACTOR TO
VERIFY WITH VERIZON WIRELESS PROJECT MANAGER PRIOR TO
INSTALLATION.
NOTE:
1. ALL INFORMATION ON THIS PAGE IS PROVIDED BY VERIZON
WIRELESS AND IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.
CONTRACTOR SHALL CONTACT THE VERIZON WIRELESS
CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION FOR ALL
DETAILED ANTENNA, AND COAX CABLE INFORMATION.
2. REFER TO STRUCTURAL DESIGN PROVIDED BY OTHERS FOR
ANALYSIS OF PROPOSED TOWER.
3. IT IS UNDERSTOOD THAT KIMLEY-HORN MAKES NO
WARRANTY, EITHER EXPRESSED OR IMPLIED, FINDINGS, DESIGNS,
RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL
ADVICE RELATING TO THE STRUCTURAL ADEQUACY OF THE
EXISTING TOWER OR ATTACHMENT OF ANTENNAS OR OTHER
APPURTENANCES.
TOP OF LIGHTNING ROD
/ 2 \ MONOPOLE TOWER ELEVATION - NORTH VIEW
(FACING SOUTH)
NOTES: NOT TO SCALE
1. ALL PROPOSED ATTACHMENTS TO TOWER BASED ON TOWER DESIGN
DRAWINGS BY OTHERS (SEE GENERAL NOTE 1.07, SHEET N1).
2. THE TOWER ELEVATION SHOWN IS FOR REFERENCE ONLY.
3. COAX/FIBER CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO
VERIFY CORRECT LENGTH IN FIELD AT TIME OF CONSTRUCTION.
4. PROPOSED ANTENNAS ALSO LIGHT GRAY IN COLOR.
ENT
verizonol
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLMA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
:CURRENT ISSUE DATE:
06/20/16
CONSTRUCTION
��-J
0
06/20/16
1 CONSTRUCTION
WCE
mIeyo Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC License F-0102
=UKAWN 6Y:=CHK.:—APV.:
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8821 MSSdRCH DRMs'
CHARLOTTE, NORTH CAROMNA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
07/21/16
CONSTRUCTION
REV.:=DAM—iSSUM FOR:— Y,_
0
07/21/16
CONSTRUCTION
WCE
onIey>>> Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: 770-B25-0744
WWW.KIMLEY-HORN.COM
NC License F-0102
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STUB UP (2) 3"
NEW 12' ----- 1\
SWING GATE POWER CONDUIT, SEE
ROUTING NOTE 2
NEW MULTIGANG -
METER RACK
X X X X X —�X Y XX �—X
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x W/ 3 STRANDS OF BARBED WIRE
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SEE ROUTING NOTE 2
X iX
/rtx EXTEND H—FRAME POST
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NOTES AND SPECIFICATIONS:
1. ALL ELECTRICAL WORK SHALL COMPLY WITH NEC, STATE, AND LOCAL
CODES. ALL ELECTRICAL DEVICES, MATERIALS, AND SERVICE EQUIPMENT
SHALL BE LABEL —LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY
2. CONTRACTOR SHALL OBTAIN OWNER/TENANT SPECIFICATIONS AND
REVIEW FOR ADDITIONAL DETAILS AND REQUIREMENTS THAT MAY NOT BE
SHOWN IN THESE DRAWINGS. CONTRACTOR SHALL COMPLY WITH ANY
ADDITIONAL OWNER/TENANT SPECIFICATIONS AND REQUIREMENTS,
3. CONTRACTOR SHALL APPLY FOR UTILITY SERVICES, BOTH ELECTRIC AND
TELEPHONE, FOR THE OWNER/TENANT. THIS APPLICATION SHALL BE MADE
NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING THE AWARD OF THE
CONTRACT. CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC UTILITY
FOR THE EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS, AND
SERVICE ROUTING. CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE
UTILITY FOR THE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING.
1 1/4" CONTROLS/ 4. PRIOR TO PURCHASING EQUIPMENT, THE CONTRACTOR SHALL CONTACT
ALARMS CONDUIT THE ELECTRIC UTILITY AND OBTAIN IN WRITING THE MAXIMUM AVAILABLE
FAULT CURRENT AT THE UTILITY SERVICE POINT. PROVIDE MAX AFC
x 3/4" POWER CONDUIT SIGNAGE AS REQUIRED PER NEC 110.24. THE CONTRACTOR SHALL ENSURE
ALL ELECTRICAL EQUIPMENT, CIRCUIT BREAKERS, DISCONNECTS, FUSES,
2" POWER CONDUIT AND PANELBOARDS HAVE A FAULT CURRENT INTERRUPTING RATING
GREATER THAN THE AVAILABLE FAULT CURRENT. IN NO CASE SHALL THE
FAULT CURRENT INTERRUPTING RATING BE LESS THAN 10,000 AMPS.
x
5. CONTRACTOR TO PROVIDE 200 LB TEST POLYETHYLENE PULL CORDS
SECURELY FASTENED AT EACH END OF POWER AND TELCO CONDUIT
INCLUDING INNERDUCTS. PROVIDE CAPS ON ENDS OF UNUSED CONDUIT.
x
" 6. CONTRACTOR TO PROVIDE A REBAR MARKER WITH AT LEAST 2 FEET
EXPOSED ABOVE GRADE AND PAINTED BRIGHT ORANGE TO INDICATE
LOCATION OF CONDUIT CAPPED BELOW GRADE.
4 TELCO CONDUIT
2" FLEX CONDUIT
x 1 1/4" TELCO CONDUIT
3/4" POWER CONDUIT
3/4" ALARMS CONDUIT
x
1 x
LESSEE 12' X 30'
EQUIPMENT AREA
(360t SQ. FT.)
J x
X X X X X x
ROUTING NOTES:
1. CONTRACTOR TO PROVIDE PULL BOXES AS NEEDED TO ENSURE NO GREATER THAN
360 DEGREES OF BENDS BETWEEN PULL POINTS IN CONDUIT RUNS.
2. CONTRACTOR COORDINATE WITH LOCAL UTILITY COMPANY FOR SERVICE TO THIS
POINT.
3. COORDINATE EXACT ROUTING, INSIDE OR OUTSIDE FENCE, WITH OWNER/TENANT
CONSTRUCTION MANAGER. ROUTE CONDUIT WITHIN 3' OF FENCE.
4. CONDUITS SHOULD BE ROUTED OVERHEAD ON ICE BRIDGE EXCEPT GENERATOR
CONDUITS RUN ON CABLE TRAY MOUNTED TO CONCRETE PAD.
7. PRIOR TO TRENCHING CONTRACTOR SHALL LOCATE ALL EXISTING
UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR AT CONTRACTOR'S
EXPENSE ANY DAMAGE TO EXISTING UTILITIES.
8. CONTRACTOR TO VERIFY EXACT ROUTING OF POWER AND TELCO
CONDUIT WITH LOCAL UTILITIES AND OWNER/TENANT. ENSURE ALL CONDUIT
STUB —UPS ACCOMMODATE EQUIPMENT REQUIREMENTS.
9. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC UNLESS NOTED
OTHERWISE. USE SCHEDULE 80 PVC CONDUIT UNDER ROADS AND IN
AREAS ABOVE GRADE THAT ARE EXPOSED AND SUBJECT TO DAMAGE.
MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS OF 24 INCHES.
10. CONDUIT RUNS SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND
AWAY FROM THE EQUIPMENT TO ALLOW WATER TO FLOW AWAY FROM THE
EQUIPMENT AND SHELTER. EXCAVATE TRENCHES ALONG STRAIGHT LINES
PRIOR TO INSTALLING CONDUIT TO ACCOMMODATE ADJUSTING THE
ELEVATION, AS NEEDED.
11. CONDUIT ENTERING EQUIPMENT SHALL BE SEALED WITH A SEALANT
THAT IS IDENTIFIED FOR USE WITH THE CABLE/CONDUCTOR INSULATION
SHIELDING, ETC.
12. THE OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL
ADDITIONAL SIGNAGE TO BE LOCATED AT THE COMPOUND FENCE.
CONTRACTOR SHALL COORDINATE WITH OWNER/TENANT CONSTRUCTION
MANAGER FOR PLACEMENT OF SIGNAGE.
13. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR REPAIRING ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO
THE LANDSCAPING AREA.
14. CONTRACTOR ENSURE A MINIMUM 3' WORKING CLEARANCE IN FRONT
OF ELECTRICAL EQUIPMENT PER NEC.
KEY NOTES:
15, THE CONTRACTOR SHALL ADD ENGRAVED
PHENOLIC LABELTO THE FRONT OF PANEL 'PP1'
O AREA LIGHT LITHONIA HFR
THAT READS, MAXIMUM DRAW OF ALL
250M SCWA DNA LP1.
RECTIFIERS PLUS ALL ANCILLARY EQUIPMENT
CONTROL VIA CONTRACTOR
SHALL NOT EXCEED 30KW. IF MORE THAN
PROVIDED MANUAL TIMER
30KW OF POWER IS REQUIRED, THE
SWITCH (WEATHERPROOF)
EXISTING 30KW GENERATOR WILL NEED
TO BE UPGRADED.
BASIC SERVICE ROUTING PLAN
SCALE: 1" = 10'
verizon'
892f RESEARCH DR►VE
CHARLOTTE, NORTH CAROL►NA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
CURRENT ISSUE DATE:
07/13/16
ISSUED FOR:
CONSTRUCTION
REV.:=DATE: ISSUED FOR: BY-=,
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
CONSULTANT:
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh,
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
w .acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
DRAWN BY:==CHK,: IRV.:
AMM I NAC I JKM
C A Roy
per. pFESS�p�.'/41
SEAL
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018985035
Copyright Klmla)—Hom and Msoclotm Ino., 2018

KEY NOTES:
NEW 60' X 60' FENCED COMPOUND
W/ 3 STRANDS OF BARBED WIRE
(8' MIN. HEIGHT)
NEW 12'
SWING GATE
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x x— -xl x x x x x x x x—�:
GROUNDING PLAN
E2
SCALE: 1" = 10'
1O DEDICATED GROUND ROD PLACEMENT FOR ELECTRICAL
EQUIPMENT AT METER STATION SHOULD BE AS PER NEC,
MUNICIPAL AND UTILITY CO. REQUIREMENTS.
GROUND ROD TO BE WITHIN 24" OF FENCE POST
�J (TYPICAL OF 4.)
O BOND EACH FENCE POST ADJACENT TO EQUIPMENT PAD
TO GROUND RING.
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GROUND ROD EXOTHERMICALLY
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verizon,'
8921 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
07/13/16
CONSTRUCTION
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
MIey>>> H o r
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh, PA
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
w .acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY:=CHK.:APV.:
AMM I NAC I JKM
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E2 1
018985035
Copyright Klmley—H— and A—cf tea, Ina, 2016

GFI
RECEPTACLE
2-12 AWG, 1-12
AWG EG IN 1 /2'
POWER CONDUIT
3-3/0 AWG,
6 AWG CU EG,
2" CONDUIT
2 AWG
SUPPLEMENTAL
GROUND
2-12 AWG, 1-12
AWG EG IN 1 /2"
POWER CONDUIT
GFI \
RECEPTACLE
u
AREA LIGHTS
o
800A TWO PARALLEL RUNS, EACH 3-500 kCMIL
120/240V 1 PH IN 4" CONDUIT, BY UTILITY COMPANY
3-WIRE
"B m
PROPOSED MULTI -GANG METER CENTER,
800A 120/240V, 1 q,, 3-WIRE, 200A METER
SOCKETS, SE RATED, UL LISTED, NEMA 3R
ENCLOSURE
— � H-FRAME UTILITY RACK
2/0 AWG
Moog
200A)
0
o)
o)
o
0
N
MBJ & GEC
SEE SIGNAGE
NOTE 93). _
3-3/0 AWG,
6 AWG CU EG,
2" CONDUIT
3-3/0 AWG, 6 AWG
CU EG, 2" CONDUIT
PROPOSED 200A RATED
FUSIBLE DISCONNECT
FUSED WITH RK1 200A
FUSES, NEMA 3R
= I 200A 200A PROPOSED 200A
NEMA 3R
( 0) INTEGRATED LOAD
CENTER (ILC) W/
ON PANEL 'PP1'
3/4" CONDUIT
FOR GEN.
ALARM WIRING.
PROPOSED
RBA72
2P-40
1P-20 I 2P-40
—0 o
P-40
�0 0
2P-40
1P-20
1 P-20 I ' L- 2" POWER CONDUIT
1 1/4" CONDUIT FOR
CONTROL/ALARM WIRES
200A
o (� 30 KW DIESEL GENERATOR WITH 2O0A MAIN
lJ BREAKER. CONTRACTOR SHALL COORDINATE
WITH OWNER/TENANT FOR GENERATOR
CONFIGURATIONS AND OPTIONS. COMPLY
WITH MANUFACTURER'S SPECIFICATIONS FOR
EXACT WIRING REQUIREMENTS.
4-12 AWG, 12 AWG
CU EG, 3/4" CONDUIT NOTE: THE GENERATOR USED IN
FOR GEN BLOCK CONJUNCTION WITH A 2-POLE AUTOMATIC
HEATER &CHARGER TRANSFER SWITCH WITH A SOLID NEUTRAL
IS NOT A SEPARATELY DERIVED SYSTEM.
AS SUCH, DO NOT BOND THE NEUTRAL TO
GROUND AT THE GENERATOR.
1 1 /4" TELCO
CONDUIT
3/4" ALARMS
/ CONDUIT
t- 2" FLEX
CONDUIT
3/4" POWER
CONDUIT
2-8 AWG,
10 AWG EG
-0 0 4-8 AWG, 8-6 AWG
2P-125 THHN CU, 6-10 AWG EG
2-12 AWG, 1-12
AWG EG IN 1/2"
POWER CONDUITS
PROPOSED
H-FRAME
PROPOSED
RBA72-36
PROPOSED
RBS-6120
NOTE- CONNECT DC POWER PLANT IN
COMMSCOPE RBA72 CABINET TO 48V
BATTERY STRINGS #1, #2 AND #3
(LOWER 2 SHELVES) IN RBA72-36
BATTERY CABINET. CONNECT DC POWER
PLANT IN ERICSSON RBS-6120 CABINET
TO 48V BATTERY STRINGS #4, #5 AND
#6 (UPPER 2 SHELVES) IN RBA72-36
BATTERY CABINET.
1 1/4" TELCO
CONDUIT
3/4" ALARMS
CONDUIT
KEY NOTES:
2" POWER
O AREA LIGHT LITHONIA
CONDUIT
HFR 250M SCWA DNA LP1.
CONTROL VIA CONTRACTOR
PROVIDED MANUAL TIMER
SWITCH (WEATHERPROOF)
NOTES AND SPECIFICATIONS:
1. ELECTRIC UTILITY WILL PROVIDE METER AND
INCOMING SERVICE LATERAL CONDUCTORS.
2. ALL ELECTRICAL WORK SHALL COMPLY WITH
NEC, STATE, AND LOCAL CODES.
3, CONTRACTOR SHALL OBTAIN OWNER/TENANT
EQUIPMENT DRAWINGS AND REVIEW FOR
ADDITIONAL DETAILS AND REQUIREMENTS THAT MAY
NOT BE SHOWN IN THESE DRAWINGS. CONTRACTOR
SHALL COMPLY WITH ANY ADDITIONAL
OWNER/TENANT SPECIFICATIONS AND REQUIREMENTS
THAT MAY BE ADDRESSED IN THE EQUIPMENT
DRAWINGS.
4. PRIOR TO PURCHASING EQUIPMENT, THE
CONTRACTOR SHALL CONTACT THE ELECTRIC
UTILITY AND OBTAIN IN WRITING THE MAXIMUM
AVAILABLE FAULT CURRENT AT THE UTILITY
SERVICE POINT. PROVIDE MAX AFC SIGNAGE AS
REQUIRED PER NEC 110.24. THE CONTRACTOR
SHALL ENSURE ALL ELECTRICAL EQUIPMENT,
CIRCUIT BREAKERS, DISCONNECTS, FUSES, AND
PANELBOARDS HAVE A FAULT CURRENT
INTERRUPTING RATING GREATER THAN THE
AVAILABLE FAULT CURRENT. IN NO CASE SHALL
THE FAULT CURRENT INTERRUPTING RATING BE
LESS THAN 10,000 AMPS.
5. THE GROUNDED SERVICE CONDUCTOR (NEUTRAL
CONDUCTOR) SHALL BE GROUNDED AT THE SERVICE
DISCONNECT ONLY.
6. ALL POWER CIRCUITS SHALL USE COPPER
CONDUCTORS WITH THHN/THWN INSULATION. ALL
TERMINATIONS SHALL BE RATED FOR AT LEAST 75
DEGREES C.
7. CONTRACTOR SHALL PROVIDE GROUND FAULT
CIRCUIT INTERRUPTER (GFCI) TYPE RECEPTACLES.
8. CONTRACTOR SHALL ENSURE ALL NEUTRAL
CONDUCTORS HAVE WHITE INSULATION AND
EQUIPMENT GROUND CONDUCTORS HAVE GREEN
INSULATION. COLOR TAPE IDENTIFICATION OF THESE
CONDUCTORS IS NOT ALLOWED.
9. PER NEC ART. 702 PROVIDE SIGNAGE AS
FOLLOWS:
A) AT PANEL PP1 AND DISCONNECT: "EMERGENCY
POWER IS SUPPLIED BY STAND-BY GENERATOR
LOCATED ON OTHER SIDE OF PAD."
3) Al StNVIGL MiL;UNNLGI:
WARNING - SHOCK HAZARD EXISTS IF
GROUNDING ELECTRODE CONDUCTOR OR
BONDING JUMPER CONNECTION IN THIS
EQUIPMENT IS REMOVED WHILE ALTERNATE
SOURCE(S) IS ENERGIZED. OPENING THE
EQUIPMENT DISCONNECT WILL CAUSE THE
EMERGENCY GENERATOR TO START. TO
REMOVE POWER ENTIRELY FROM THE
EQUIPMENT, THE GENERATOR MUST BE
TURNED OFF AND THE GENERATOR
BREAKER MUST BE OPENED.
2-1 AWG 6 AWG EG SINGLE -LINE DIAGRAM
2" CONDUIT
E3
SCALE: NOT TO SCALE
verizonv
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
07/13/16
CONSTRUCTION I
=RFV_�=DATF-1.45t1F0 FORS AY--,
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
imley>>> Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, CA 30092
PHONE: [phone]
WWW.KIM LEY—H ORN. COLA
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh,
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
YpNP✓.acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY.=CHK.:PV.:
AMM I NAC I JKM
=LICENSER:
CA rrrl,��
SS/0".4-
SEAL
23894
IIIIrur►►►► �`i;l/�
SINGLE -LINE
DIAGRAM
E3 1
018985035
Coptright KGnll and Auodatm Ina, 2016

6" WIDE RED MAGNETIC
WARNING TAPE WITH
BLACK LETTERS.
TAPE TO READ: CAUTION
ELECTRIC LINE BURIED BELOW.
IDEAL INDUSTRIES
MODEL#42-251
6" LAYER OF STONE
(WHERE REQUIRED) �o°o�oob5
TOP OF GROUND ROD, 30"
MIN. OR 6" BELOW FROSTLINE
(WHICHEVER IS DEEPER)
FINISHED GRADE
GROUND ROD SHALL NOT BE
N ANGLED MORE THAN 30' FROM
III— III—) GROUND RING VERTICAL. ANGLE AWAY FROM
III I� I SHELTER OR PAD WHERE
EXOTHERMIC WELD CONNECTION POSSIBLE.
TREATED WITH TWO (2) COATS
Z) COLD GALVANIZED PAINT
2 x COMPACTED
BACKFILL 5/8" DIAMETER COPPER CLAD
K— STEEL GROUND ROD 10' LONG.
AT LEAST 8' OF GROUND ROD IN
N M CONTACT WITH SOIL
4" TELCO CONDUIT
NOTE: TYPICAL GROUND ROD DETAIL
2" POWER CONDUIT ---SPACING FOR ALL 2
UNDERGROUND
5.25" 12" 5.25' CONDUITS. E4
SCALE: NOT TO SCALE
22.5"
UTILITY TRENCH DETAIL (TYP.) I
E4 MONOPOLE
SCALE: NOT TO SCALE TOWER I
COAX GROUNDING KIT (TYPICAL)
8" DIAMETER X 36" LONG PVC ICE BRIDGE
PVC CAP WITH TEST WELL. USE THREADED '
SQUARE PLUG PVC CAP WITH SQUARE PLUG
PROTECTION PROTECTION PROPOSED COAX
FINISH 2 AWG PIGTAIL
GRADE LOWER TOWER GROUND BAR
MIN. 30" WELL WITH T CLEARANCE TDSGA-BC14, SEE 1 I,
DEPTH BELOW. EXOTHERMIC WELD ( /E�)
CONNECTION ALLOWS FOR 24" MIN
USE OF CLAMP -ON GROUND 2 AWG TINNED
EARTH METERS FOR TESTING GROUND TOP OF GRAVEL COPPER
SOLID ARE
SYSTEM. COAX
SRC No. 6 AGGREGATES R IN
OR DRIP 3/4D PVC CONDUIT
SRC CR-6 CRUSH RUN MIN. g"
a LOOP
12" DEEP q 6"
EXOTHERMIC .® ;
CONNECTION I "
b • e TOWER GROUND RING
(MINIMUM OF 30"
DRIVEN COPPER MONOPOLE CAISSON BELOW GRADE)
CLAD GROUND ROD `.: b•
3/4"X10'-O"
'ae
GROUND ROD TEST WELL 4 DRIP LOOP DETAIL
3
E IE4
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
verizon'
882f RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
CURRENT ISSUE DATE:
107/13/16
I CONSTRUCTION
REV.:=DATE: ISSUED FOR: BY:,
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
® >>> H o r
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, CA 30092
PHONE: [phone]
WWW.KIMLEY—HORM.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh, Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
�.acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO,: 2016-169
=DRAWN BY:=CHK.:APV.:
AMM NAC JKM
I IIIIIff,/1,/
C A R o
Z .Q� N9�•.-y ;
SEAL =
23894
C.
V
ELECTRICAL
DETAILS
=SHEET NUMBER: REVISION:
E4 1
018985035
Cop)Ogbt KlmlelrHom and Amodcta, Inc., 2016

NOTES AND SPECIFICATIONS:
1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, STATE BUILDING CODES AND THE LOCAL
BUILDING CODES. ALL COMPONENTS SHALL BE U.L. LISTED,
2. REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION OF H-FRAME.
3. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY FOR METER.
4. CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET.
5. CONTRACTOR TO ENSURE WORKING SPACES REQUIRED BY THE NEC (ART, 110.26), STATE, OR LOCAL CODES
ARE MAINTAINED BETWEEN FRONT OF ENCLOSURES AND THE CHAIN LINK FENCE WHERE APPLICABLE.
6. SHOW LOCATION (INCLUDING DIMENSIONS) OF ALL CAPPED UNDERGROUND CONDUIT ON FINAL AS -BUILT
DRAWINGS SUBMITTED TO OWNER.
APPROX. 6'-0"
800A RATED
4-GANG METER CENTER.
S.E. RATED, U.L. LISTED,
NEMA 3R ENCLOSURE.
7. COORDINATE EXACT LOCATION OF UNDERGROUND FEEDERS AND CIRCUITRY WITH THE OWNER.
8. CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRICAL AUTHORITY HAVING JURISDICTION (AHJ) AND OTHER
TRADES TO DETERMINE "FROST" LINE, AND TYPES OF RACEWAYS REQUIRED FOR INSTALLATION.
9. ABOVE GRADE CONDUITS SHOULD BE SCHEDULE 40 PVC OR SCHEDULE 80 PVC WHERE EXPOSED AND
SUBJECT TO DAMAGE.
10. CONTRACTOR TO CONTACT LOCAL UTILITY PRIOR TO PURCHASING METER CENTER TO VERIFY ANY PARTICULAR
REQUIREMENTS, SUCH AS LEVER BYPASS, ETC.
11. CONTRACTOR SHALL INSURE THAT NO OPERABLE DEVICE SHALL EXCEED 6'6" TO CENTER LINE OF THE
DEVICE.
PROVIDE GALVANIZED CAP
ON TOP OF POST (TYPICAL)
SEE NOTE 11 O 3 1/2" O.D. GALV. PIPE
200A METER (TYPICAL)
SOCKET-UL LISTED,
NEMA 3R ENCLOSURE P2860-10 CAP END
O (TYPICAL)
w
0
a
GALV. UNISTRUT P1000
O 0
g (TYPICAL)
0
GFI RECEPTACLE IN A
WEATHERPROOF HOUSING o
g O WITH A HASP FOR A LOCK. 1
2/0 AWG BARE TINNED MOUNT TO RACK CO
STRANDED COPPER GEC 1/2" POWER CONDUIT TO
IN 3/4" PVC CONDUIT a PROPOSED ILC ON VZW
H-FRAME
2" POWER CONDUIT-,\\\,—\
TO VERIZON
PVC SLEEVE DISCONNECT 2 AWG BARE TINNED SOLID
MIN. 24" INTO COPPER, CONNECT TO
GROUND NEAREST GROUND RING AND
GRADE CADWELD TO POST (TYPICAL
BOTH PIPES)
P.
TO GROUND SYSTEM
(TYP.) °
GROUND SYSTEM a �'
PROVIDE 2 PARALLEL RUNS
OF 3-500 kCMIL, EACH IN
4" CONDUIT, FROM POWER
CO. DEMARC.
2 AWG BARE TINNED SOLID
COPPER
5/8" x 10' COPPERCLAD
STEEL, DRIVEN GROUND
ROD
0
o NOTE:
Z CONSTRUCT SO
w CONCRETE FOOTING
Uj EXTENDS 6" BELOW
FROST LINE AND IN
COMPLIANCE WITH ALL
CID
I LOCAL AND STATE
�+ CODES.
CONCRETE MIN. 30 DAY
STRENGTH OF 3000 PSI
H-FRAME DETAIL
E5
SCALE: NOT TO SCALE
verizon,l
8.921 RESEARCH DRIVE
CHARLOTTE, NORTH CAROMNA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAW13A COUNTY
CURRENT ISSUE DATE:
07/13/16
FCONSTRUCTION
=REV.:=DATE: ISSUED FOR: RY:�
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
i * orn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
® Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh, PA
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
�.acg-pa.conn
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY:=CHK.: AIRV.:
AMM I NAC I JKM
�N•CARo
Q �9< . 9
SEAL
23894
ELECTRICAL
DETAILS
E5 1
018985035
Copp*t Khnlay-H= and M.odataa, Ina, 2018

EXTEND TO INSTALL AREA LIGHT
LITHONIA HFR 250M SLWA DNA LP1
HEIGHT TBD AS REQUIRED (TYP. OF 2)
NOTES AND SPECIFICATIONS: PROVIDE GALVANIZED
1. ALL WORK SHALL CONFORM TO THE NATIONAL CAP ON TOP OF POST PROPOSED
ELECTRICAL CODE, STATE BUILDING CODES AND (TYPICAL) ICE BRIDGE
THE LOCAL BUILDING CODES. ALL COMPONENTS
SHALL BE U.L. LISTED,
2. REFER TO SITE LAYOUT PLAN FOR THE EXACT 2" POWER
LOCATION OF H—FRAME. CONDUIT TO 2" POWER
RBA72 CONDUIT TO
3. CONTRACTOR TO ENSURE WORKING SPACES 3/4" CONDUIT RBS-6120
REQUIRED BY THE NEC (ART. 110.26), STATE, OR 4" TELCO CONDUIT TO FOR ALARM
LOCAL CODES ARE MAINTAINED BOTH ON THE RBA72
FRONT SIDE AND THE BACK SIDE OF THE APPROX. 6'-0"
H—FRAME.
4. SHOW LOCATION (INCLUDING DIMENSIONS) of
ALL CAPPED UNDERGROUND CONDUIT ON FINAL 1/2' POWER CONDUIT 3 1/2" O.D. GALV.
AS —BUILT DRAWINGS SUBMITTED TO OWNER. TELCO BOX IN A PIPE (TYPICAL)
5. COORDINATE EXACT LOCATION OF UNDERGROUND PVC NEMA 3R
ENCLOSURE 18"x18"x6"
FEEDERS AND CIRCUITRY WITH THE OWNER. WITH REMOVABLE 1/2" POWER CONDUIT
6. CONTRACTOR SHALL COORDINATE EFFORTS WITH FRONT PANEL TO AREA LIGHTS
(LOCAL, ELECTRICAL) AUTHORITY HAVING
JURISDICTION (AHJ) AND OTHER TRADES TO w 0 0 0 o P2860-10 CAP END
DETERMINE "FROST" LINE, AND TYPE(S) OF < (TYPICAL)
RACEWAYS REQUIRED FOR INSTALLATION. GALV. UNINSTRUT
7. BOND ALL ELECTRICAL EQUIPMENT TO RACK. 0 PROP SED P1000
w ILC PROPOSED (TYPICAL)
B. DIMENSIONS SHOWN ARE APPROXIMATE AND MAY o o DISCONNECT 0
BE ALTERED IN THE FIELD AS APPROVED BY 1 GFI RECEPTACLE IN A ENERLITES HET06 IN
OWNER TO BETTER SUIT ACTUAL CONDITIONS OR o WEATHERPROOF WEATHERPROOF BOX
EQUIPMENT RECEIVED. HOUSING WITH A HASP 0 WITH CLEAR PLASTIC
9. FOR ANY METAL CONDUIT ENTERING AN 0 0 FOR A LOCK. MOUNT u 0 o COVER
TO RACK tt
ENCLOSURE WHERE A PRE —PUNCHED CONCENTRIC 1 2'
OR ECCENTRIC KNOCKOUT IS USED, THE / POWER CONDUIT
CONTRACTOR SHALL ENSURE ADEQUATE BONDING 1-1/4" PVC CONDUIT
BETWEEN THE METAL CONDUIT AND ENCLOSURE BY TO GENERATOR
INSTALLING A BONDING JUMPER AROUND THE CONTROLS/ALARMS
CONCENTRIC OR ECCENTRIC KNOCKOUT, ° ° ° ° 2" POWER CONDUIT
3/4" CONDUIT FOR BLOCK FROM SERVICE
10. CONTRACTOR SHALL INSURE THAT NO HEATER/BATTERY CHARGER DISCONNECT
OPERABLE DEVICE SHALL EXCEED 6'6" TO CENTER To GENERATOR
LINE OF DEVICE. 1/2" POWER CONDUIT o 0 0 0
TO GFI RECEPTACLE 2" POWER
CONDUIT
4" TELCO 2" POWER
CONDUIT FROM CONDUIT TO GRADE
UTILITY 8• GENERATOR
6„ PROPOSED
CABLE TRAY
2 AWG BARE TINNED SOLID COPPER,---------,,,,,'..:, : 1 1 • CONCRETE
CONNECTED TO NEAREST GROUND EQUIPMENT PAD
RING AND CADWELDED TO POST a "•
(TYPICAL BOTH PIPES) I r 2/0 AWG BARE 1 i•, e..
Lj TINNED STRANDED
UNISTRUT PIPE/CONDUIT
CLAMP P1119 OR P2558-35 1 I •• COPPER GEC IN ®I I
t° O 3 4" PVC CONDUIT I I '
(GALV) 3 1/2" 1 Z i i.' ". TO PROPOSED / I I NOTE:
(TYPICAL) FOLLOW MANUF. O.D. POST `1- W ®,• i i m' • GROUND SYSTEM ° 4 i i• • ^ CONSTRUCT SO CONCRETE
RECOMMENDATIONS FOR v 1 I 1 I FOOTING EXTENDS 6"
BOLT TORQUE BELOW FROST LINE AND
-- -- 5/8" X 10' IN COMPLIANCE WITH ALL
LOCAL AND STATE CODES.
STEEL DRIVEN
MIN. 30
2 UNISTRUT SUPPORT DAYCRETE STRENGTH OF 1'-6" GROUND ROD
E6 300o PSI SCALE: NOT TO SCALE H-FRAME DETAIL
1
E6
SCALE: NOT TO SCALE
verizonv
8921 RESEARCH DRM
CHARLOTTE, NORTH CAROLIIVA 28262
PROJECT INFORMATION:
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
07/13/16 I
ICONSTRUCTION I
=RFV •TATF• ISSI IFn W1R• RV•_
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
imley*Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
Raleigh, INC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh,
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
�.acg-pa.conn
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY:=CHK.:--APV.:
AMM I NAC I JKM
````��111► a ►rrrrr,�'
.,11'%
;�Z� •�oF ESS/0 %
SEAL
23894
ELECTRICAL
DETAILS
E6 1
018985035
Ccp)T*t KMnlay-H— and As did.. Ina, 2016

1
E7
TINNED COPPER LONG -BARREL
DOUBLE -LUG CONNECTOR (TYP.)
SS SPACER (TYP.)
SS BEAM CLAMP
SS HARDWARE
BAR NONE GROUNDED
BEAM CLAMP
TDSGA-BC14 GROUND BAR
SCALE: NOT TO SCALE
TINNED COPPER
LONG -BARREL
DOUBLE -LUG
CONNECTOR (TYP.)
2
E7
SS HARDWARE
;PACER (TYP.)
BAR NONE
POST MOUNTED
TINNED COPPER
LONG -BARREL
DOUBLE -LUG
CONNECTOR (TYP.)
INSULATOR
SPACER (TYP.)
SS HARDWARE
BAR NONE INSULATED
TDSGA-WB17 GROUND BAR
SCALE: NOT TO SCALE
3 TDSGA-PA14 GROUND BAR
E7
SCALE: NOT TO SCALE
verizonit
8921 RESEARCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TED
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
1 07/13/16
CONSTRUCTION
=REV.:=DATE ISSUED FOR: RY•L
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
imIey>>> Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, CA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh, Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
v .acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY:==CHK.:APV.:
AMM I NAC I JKM
SEAL =_
23894
kEV I
.... ►►►,,%
=SHEET TITLE:
ELECTRICAL
DETAILS
=SHEET NUMBER: REVISION:
E7 1
018985035
Copyrlpht Klmlay—Ham and Asaoclotas, Ina, 2DI6

NOTES:
NOTE:
1. CONNECT COAX GROUND KITS DIRECTLY TO TOWER TOP CIGBE ONLY —G PROPOSED ALL CIGBE GROUND BARS ON TOWER
AS NOTED ON DETAIL 3/E8. ANTENNA (TYP) ARE TO BE ERICO TDSGA OR APPROVED EQUAL.
TYPICAL USE TDSGA-WB17 ISOLATED FROM
2. FOR GROUNDING CONNECTIONS AND DETAILS, SEE SITE GROUNDING 2 AWG TCW COAX UNISTRUT BRACKET.
PLAN. I — — —G CABINETS I 6 AWG INSULATED GROUND WIRE FROM
GROUND
CABLE KIT TYP COAX GROUND KIT TO TOWER GROUND
3. TOWER GROUND BARS WILL BE ISOLATED FROM TOWER BUT BONDED 2 AWG T GW ( (TYP) BAR
TO TOWER WITH 2 AWG STC AND CLAMP (OR CADWELD) UNLESS TRAY I COAXIAL
NOTED OTHERWISE. GROUNDING I c> CABLE "�'� SECTOR CIGBE GROUND BAR,
POST 2 AWG TC GEN
GPS 6 AWG — — — — -�,N I PROVIDE ONE PER SECTOR
4. ALL 2 AWG TCW MUST BE SOLID TINNED. ANTENNA —G (INDOOR) TYP. OF 2 NEXT TO ANTENNAS (OPTIONAL ON
INSULATED I I GUYED TOWERS) AND ISOLATED FROM
EQUIPMENT MAIN -OR- I I TOWER. BOND TO TOWER OR SECTOR
@ 6AWG---G----G--f
EXTERIOR I I FRAME WITH #2 STC AND APPROVED
ABLE 1/FEEDLIN 2 AWG TCW (OUTDOOR)
INSULATE GB — — —G — — — —G CLAMP. IF UNABLE TO CLAMP #2 TO
@TOWER (OUTDOOR) 0 I METAL STRUCTURE THEN RUN #2
COAX GIND KIT6 AWG 2 AWG T W INTERIOR I INSULATED FROM SECTOR CIGBE TO
6 AWG INSUL. ABLE 11FEEDLIN INSULATE TOWER — — —G MGB I NEXT LOWEST CIGBE.
BOTTOM — — —G I 2 AWG TCW HALO I TOWER TOP CIGBE GROUND BAR
COAX GND KIT 2 AWG TCW — — —G
CABLE 11FEEDLINE INTERMED. (MONOPOLE) I MOUNTED TO TOWER WHERE COAX
CIGBE-SEE 2 AWG TCW HVAC UNITS I CABLES LEAVE VERTICAL WAVE GUIDE
#2 AWG (SEE DETAIL NOTE 3 C.#2 AWG (SEE OR — — —G SUPPORT OR COMMON CABLE TRAY.
............
6 AWG INSUL. 21E9, NOTE 2) I I DETAILS 21E9. I I TYPICALLY OCCURS ON GUY TOWERS
NOTE 2) GOUNDING 2 AWG TCW TIE DOWN I (IN LIEU OF SECTOR CIGBE'S)
SEE NOTE1 TOWER ACTS AS POST — —G
I I PLATES � ROOFTOPS, OR ON WATER TANKS IN
KIT CABLE CONDUCTOR (LATTICE) 0 I ORDER TO MAINTAIN 75FT MAXIMUM
COAX GND I I DISTANCE BETWEEN COAX GROUND
TOWER TOP
1/FEEDLINE I KITS. ISOLATE CIGBE FROM TOWER
(AS CIGBE -SEE TOWER 2 AWG TCW I (INDOOR) AND BOND TO TOWER WITH #2 STC
NOTE 3 GROUND — — —G — — — —G # I
REQUIRED � RING I � AND APPROVED CLAMP. IF UNABLE TO
CLAMP #2 TO METAL STRUCTURE THEN
#2 AWG (SEE co I RUN #2 INSULATED FROM SECTOR
I AWG DETAIL 21E8, ' AGROUND RING 2 AWG i CIGBE TO NEXT LOWEST CIGBE.
INSUL. NOTE 2) / I � / TCW 30" BELOW GRADE
UTILITY _ 2 AW
SECTOR RACK TC c� I 1 ICE BRIDGE I
CIGBE -SEE
NOTE3
AWG I
TCW G Q I I TCW -OR-I I 6 AWG INSULATED GROUND WIRE
N 12 AWG ICE BRIDGE I FROM COAX GROUND KIT TO TOWER
GATE GATE POST FENCE I I TCW POSTS i GROUND BAR
CORNER COAX GROUND
I _ OR - KIT (TYP)
—G � I INTERMEDIATE CIGBE GROUND BAR
— — —G — — — —G ( MOUNTED TO TOWER BELOW AND WITHIN
2 AWG 2 AWG TCW MIDPOINT GROUND 3FT OF COAX GROUND KITS AND
TCW 2 AWG TCW AS I EVERY 75FT. ISOLATED FROM TOWER. BOND TO TOWER
GROUND REQUIRED MAXIMUM EXCEPT WITH #2 STC AND APPROVED CLAMP. IF
RING FENCE 2 AWG TCW WHERE CABLES RUN UNABLE TO CLAMP #2 TO METAL
OUTSIDE — — —G INSIDE MONOPOLE STRUCTURE THEN RUN #2 INSULATED
COMPOUND (AS REQUIRED) OR OTHER
POWER FROM SECTOR CIGBE TO NEXT LOWEST
II 0— — — INACCESSIBLE SPACE CIGBE.
2 GROUNDING SYSTEM SINGLE LINE DIAGRAM COAX 6 AWG INSULATED GROUND WIRE FROM
E$ GROUND COAX GROUND KIT TO TOWER GROUND
SCALE: NOT TO SCALE KIT (TYP) BAR
6 AWG FROM ANTENNA COAX GROUNDING KIT. (FOR TOWER TOP TO SHELTER TOWER BOTTOM GROUND BAR
CIGBE'S OCCURS ONLY ON GUYED TOWERS, OR ON OTHER OR CABINETS TDSGA-PA14 ON DEDICATED STEEL POST
CIGBE GROUND BARS ON ANTENNA STRUCTURES WHERE REQUIRED TO ACHIEVE 75FT MAXIMUM WHERE POSSIBLE. OTHERWISE
TOWER. ISOLATE FROM TOWER. ISOLATE DISTANCE BETWEEN COAX GROUNDING LOCATIONS) TDSGA-BC14 CLAMPED DIRECTLY TO
FROM TOWER TOWERS STEEL.
NOTES' GROUND RING 2 AWG GROUND WIRE WHEN USING
TDSGA-BC14. TYPICAL TWO
1. ALL CIGBE GROUND BARS ON TOWER ARE FINISHED GRADE CONNECTIONS TO GROUND RING
TO BE ERICO TDSGA. TYPICALLY USE TDSGA-WB17 — — — —G — — — — — — — — —G — — — —G —
ISOLATED FROM UNISTRUT BRACKET.
2, IF CIGBE CANNOT BE BONDED DIRECTLY TO TOWER AND ® O COAX/TOWER GROUNDING
CANNOT BE CONNECTED TO TOWER WITH 2 AWG AND
CLAMP (OR CADWELD). THEN RUN 2 AWG BLACK O 0 O
INSULATED GROUND LEAD FROM CIGBE DOWN TO NEXT , S C HE MATI C
LOWER CIGBE. SECURE GROUND LEAD WITH 0 0 0 0 0 0
NON-METALLIC TIES AT SAME SPACING AS COAX E$
SUPPORTS. 2 AWG-RUN FROM SCALE: NOT TO SCALE
ANTENNA GROUND WIRE INSTALLATION CIGBETo CLTOWER
3 RUN INSULATED TO
E8 NEXT LOWER CIGBE
SCALE: NOT TO SCALE
verizon,'
8821 RHSSARCH DRIVE
CHARL02TE, NORTH M0,12HA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
:CURRENT ISSUE DATE:
07/20/16
CONSTRUCTION
:RFV •-r1ATF• ISSI IFn Fr7R• RV•C
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
2
07/20/16
CONSTRUCTION
JKM
in m/ Hor
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, CA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pi h, PA
Virginiaginia Beach, VA
Consulting Group, PA
Fort Collins, CO
w .acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
:DRAWN BY:=CHK.: APV.;
AMM I NAC I JKM
Q 4q� . 9
SEAL
23 94
C:
77/111111111 ` 11
ELECTRICAL
DETAILS
/2� E8 2
018985035
Copw*t XWey-Ham and A—datm Ina, 2018

LOAD SERVED
KVA /Phas
CKT
BRKR
CKT
NO
NEUTRAL
A B
CKT
NO
CKT
BRKR
KVA/Phase
LOAD SERVED
A
B
A
A
GEN BLOCK HEATER
0.50
---
1P-20
1
2
2P-40
2.84
--
RBA 72
AREA LIGHTS
---
0.60
1P-20
3
4
---
2.84
GFCIRECEPTACLE
0.18
---
1P-20
5
6
2P-40
2.84
RBA 72
GFCI RECEPTACLE
--
0.18
1P-20
7
8
---
2.84
GEN CHARGER
0.10
---
1P-20
9
10
2P-40
2.84
RBA 72
SPARE
--
0.00
1 P-20
11
12
--
2,84
SPARE
0.00
---
1P-20
13
14
2P-40
0.00
---
RBA 72 (FUTURE)
SPARE
--
0.00
1P-20
15
16
---
0.00
SPARE
0.00
--
1P-20
17
18
1P-20
18
---
GFCI RECEPTACLE
SPARE
---
0.00
1P-20
19
20
1P-20
0.18
GFCI RECEPTACLE
SPARE
0.00
--
1P-20
21
22
2P-125
j3.95
RBS 6120 (3 PSU's)
SPARE
--
0.00
1P-20
23
24
-
3.95
SPARE
0.00
--
1P-20
25
26
1P-20
00
---
SPARE
SPARE
--
0.00
1 1P-20
27
28
1P-20
---
0.00
SPARE
SPARE
0.00
---
1P-20
29
30
1P-20
0.00
---
ISPARE
SPARE
---
0.00
1P-20
31
32
1P-20
---
0.00
SPARE
SPARE
0.00
---
1P-20
33
34
1P-20
0.00
--
SPARE
SPARE
---
0.00
1P-20
35
36
1P-20
---
0.00
SPARE
SPARE
0.00
---
1P-20
37
38
1P-20
0.00
--
SPARE
TVSS
--
0.00
2P 30
39
40
1P-20
--
0.00
SPARE
0.00
---
41
42
1 1P-20
0.00
--
SPARE
SUB TOTAL 0.78 1
C/B TEMP. 75 C. RATING 120
MOUNTING SURFACE, NEMA 3R
MAIN CIRCUIT BREAKER
ISOLATED GROUND BUS MNO
ED SERVICE ENTR. RAT
MINIMUM AIC (K AMPS) 22
MCB RATING MLO
BUS RATING 200A
NEUTRAL RATING 100%
0.78
240 V 1 PH 3
12.35 12.65
13.43 13.43 ITOTAL
CONNECTED KVA
CONNECTED
SUB TOTAL
NEC DEM
FACTOR
DEMAND KVA
LOAD TYPE
B
A
B
GENERAL LIGHTING
0.00
0.60
125%
0.00
0.75
GENERALUSE
RECEPT
0.36
0.36
<_10 KVA@100%
0.36
0.36
>1UKVA@50%
0.00
0.00
MOTORS AND
EQUIPMENT
LARGEST
3,95
3.95
125%
4.94
4.94
JALL OTHERS
9.12
8.52
100%
9.12
8.52
EXTERIOR LIGHTING
0.00
0.00
125%
0.00
0.00
DEDICATED RECEPT
0.00
0.00
100%
0.00
0.00
SIGN
0.00
0.00
125%
0.00
0.00
FIX ELEC. SPACE HEAT
0.00
0.00
100%
1 0.00
0.00
TOTAL KVA PER
PHASE
13.43
13.43
14.42
14.57
TOTAL DEMAND AMPERES PER PHASE
120
121
PANEL / FEEDER (TOTAL KVA)
28.99
PANEL 'PP1' (PROPOSED ILC)
(TOTAL KVA) X 1000 = TOTAL AMPS
VOLTS
121
PANEL SCHEDULE
E9
SCALE: NOT TO SCALE
verizom'
8821 W& RCH DRIVE
CHARLOTTE, NORTH CAROLINA 28262
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
::CURRENT ISSUE DATE:
07/13/16
CONSTRUCTION
=REV.:=DATE: ISSUED FOR: BY:=
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
imley>>> Horn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, GA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh,
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
�.acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY,=CHK.: AIRV.:
AMM I NAC I JKM
C A R 0�
=per �oF ESS/0
SEAL =
23894
ELECTRICAL
DETAILS
/1� E9 1
) 01B985035
copyright Klmley-Ham and Meodatee, Ina, 2016

NOTE;
RUN CONDUITS DOWN FROM H-FRAME, ACROSS SLAB
ON CABLE TRAY AND INTO CONDUIT AREA OF
GENERATOR. CUT OPENING IN BOLT -ON PANEL AT
END OF GENERATOR AT ALLOW PASSAGE OF CONDUITS,
BUT MAINTAIN CAPABILITY TO REMOVE AND REPLACE
PANEL, AND KEEP OUT INSECTS AND VERMIN.
COORDINATE EXACT DETAILS OF OPENING WITH VZW CM.
EDGE OF SLAB
GENERATOR
3'-6"
8-DIAMOND PLANK GALV. STEEL 12
GAUGE GRIP STRUT SECTION BY
B-LINE OR EQUAL
3/4" CONDUIT
1-1/4" CONDUIT
ABRASIVE NOSING
SURFACE EACH END
PLATE WASHER
NEW CONCRETE SLAE
APPROVED PIP]
CONNECTOR EA PIPI
(TYP) B2000 SERIES
OR EQUAL
SECTION
COORDINATE EXACT
LAYOUT IN FIELD WITH CONDUIT
ENTRANCE TO GENERATOR
8-DIAMOND PLANK
PLAN LAYOUT GALV. STEEL 12 GUAGE
GRIP STRUT SECTION BY
B-LINE OR EQUAL
TREAD PLATES TO FINISH
ENDS OF SECTION
3/8" GALV. THRU BOLT
--I 3/8" GALV. BOLT WIT
PROPER WASHER AND SPRIN
NUT (TYP 4 PER UNISTRUI
3/8" HILTI ROD WITH HY150
ADHESIVE 2-1/2" INTO
CONCRETE SLAB
1 CABLE TRAY DETAIL
E10
SCALE: NOT TO SCALE
ONDUIT
SEE ENLARGED
SECTION 1/E10
/8" X 1-5/8" X
JNISTRUT (GALV)
19-1/4" L (TYP 2 STICKS)
WITH VINYL END PROTECTORS
UNISTRUT P1325-HG
CLIP ANGLE
verizon,'
8821 RESEARCH DRIVE
CHARLOTTE, NORTH CAROMNA 28282
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER. NC 28037
CATAWBA COUNTY
=CURRENT ISSUE DATE:
07/13/16
ICONSTRUCTION
=REV.: DATE: ISSUED FOR: BY:=
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
r "11 ke awl r >)) Morn
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, CA 30092
PHONE: [phone]
WWW.KIMLEY—HORN.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh,
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
www.acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.: 2016-169
=DRAWN BY:=CHK.:_ APV.:_
AMM I NAC JKM
```111111I11/r1I/I'
���` CARo
FESS/O".
SEAL =_
238914
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ELECTRICAL
DETAILS
EE 10 1
018985035
Coplright Klmley-Ham and Aseodatee, Ina, tole

GRn rt�ril Nnl��r PCIuF��A��Q� 16. BOND EACH COMMSCOPE RBA72 CABINET AND EACH ERICSSON 6120 CABINET TO GROUND
' }I� inMInl OF 02 AWG BARE SOLID TINNED COPPER (STC) RING WITH #2 AWG TINNED SOLID BARE COPPER CONDUCTOR LUGGED TO CABINET GROUND BAR
CONDUCTOR, UNLESS NOTED OTHERWISE, BURIED AT 30" BELOW FINISHED GRADE (OR BELOW AND EXOTHERMICALLY WELDED TO GROUND RING. RUN GROUND LEAD IN FLEX CONDUIT ACROSS verizonl/
FROST LINE). LOCATE 24" MINIMUM AND 36" MAXIMUM FROM EQUIPMENT PAD AND FROM TOWER CONCRETE PAD BELOW CABLE LADDER, THEN DOWN INTO GRAVEL AREA. CONNECT FLEX 8821 RESEARCH DRIVE
FOUNDATION. ALL CONNECTIONS SHALL BE MADE USING A PARALLEL TYPE EXOTHERMIC WELD, CONDUIT TO CABINET AT FACTORY KNOCKOUT (RBA72) OR PLINTH COVER PLATE (6120) WITH CHARLOTTE, NORTH CAROLINA 28262
UNLESS NOTED OTHERWISE. POSITIVE MECHANICAL FLEXIBLE CONDUIT FITTING.
2.INSTALL GROUND RODS AS SHOWN AND AS REQUIRED. GROUND RODS TO BE COPPER CLAD
STEEL, 5/8" DIAMETER AND 1OFT IN LENGTH. SPACING BETWEEN GROUND RODS SHALL BE 10FT
MINIMUM AND 15FT MAXIMUM. TOP OF GROUND ROD TO BE 30" MINIMUM BELOW GRADE (OR
BELOW FROST LINE). BOND TOP OF GROUND ROD TO GROUND WIRE WITH EXOTHERMIC WELD. DO
NOT EXOTHERMICALLY WELD ANYTHING TO GROUND ROD EXCEPT GROUND WIRE WHICH PASSES
OVER TOP OF GROUND ROD (CLAMPED CONNECTIONS TO GROUND ROD PER TOWER
MANUFACTURERS DETAILS ARE ACCEPTABLE).
3. EQUIPMENT GROUND RING SHALL HAVE A MINIMUM OF 4 GROUND RODS, INSTALLED AT THE
CORNERS OF THE GROUND RING PLUS ADDITIONAL RODS AS REQUIRED TO COMPLY WITH THE
SPACING REQUIREMENTS. TOWER GROUND RING SHALL HAVE A MINIMUM OF 3 GROUND RODS,
EXCEPT USE 4 RODS AT A MONOPOLE TOWER.
4. EQUIPMENT GROUND RING AND TOWER GROUND RING SHALL BE BONDED TOGETHER WITH TWO
#2 STC GROUND LEADS, TYPICALLY ONE ON EACH SIDE OF ICE BRIDGE.
5. BOND TOWER TO TOWER GROUND RING AT THREE LOCATIONS WITH #2 STC GROUND LEAD.
SELF SUPPORT TOWERS SHALL HAVE EACH LEG BONDED TO GROUND RING, MONOPOLES AND
GUYED TOWERS SHALL HAVE GROUND LEADS EQUALLY SPACED AROUND TOWER.
EXOTHERMICALLY WELD GROUND LEADS TO TOP OF BASE PLATES, OR ATTACH TO TOWER USING
TOWER MANUFACTURER PROVIDED DETAIL.
6. PROVIDE #2 STC RADIALS FROM THE TOWER GROUND RING TO EACH FENCE CORNER POST,
RADIALS SHALL HAVE GROUND RODS AS PER THE REQUIRED SPACING. THE GROUND ROD AT
THE END OF EACH RADIAL SHALL BE 24" MAXIMUM FROM FENCE CORNER POST.
7. MINIMUM BEND RADIUS FOR #2 AWG GROUND WIRE IS 12", EXCEPT USE 24" FOR TOWER
GROUND RINGS AND EQUIPMENT PAD GROUND RINGS.
8. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE LUGS FOR CONNECTION TC
FLAT METAL SURFACES. USE ONLY STAINLESS STEEL HARDWARE ON ALL MECHANICAL
CONNECTIONS. CLEAN ALL SURFACES (AND STRIP PAINTED SURFACES) TO BARE BRIGHT METAL
PRIOR TO MAKING GROUND CONNECTIONS. APPLY ANTI —OXIDE COMPOUND TO ALL CONNECTIONS.
APPLY ZINC RICH PAINT (COLD GALV.) TO ALL EXOTHERMIC WELDS, AND TO ANY METAL
EXPOSED BY CLEANING, STRIPPING, GRINDING, CUTTING OR DRILLING.
9. ALL GROUNDING CONDUCTORS ABOVE GRADE SHALL BE RUN IN 3/4" FLEXIBLE PVC CONDUIT.
CONDUIT SHALL BEGIN WITHIN 3/4" OF ABOVE GROUND CONNECTION POINT, SHALL EXTEND 24"
BELOW GRADE MINIMUM, AND SHALL BE FILLED WITH SEALANT AT ABOVE GROUND CONNECTION
POINT. SECURE CONDUIT EVERY 24" ON VERTICAL RUNS AND EVERY 36" ELSEWHERE WITH
NON—METALLIC TIES.
10. WHERE POSSIBLE, MOUNT TDSGA—PA14 TOWER BOTTOM GROUND BAR ON DEDICATED POST
BELOW COAX CABLES COMING OFF TOWER. WHERE INSTALLATION OF POST WOULD PUT TOWER
BOTTOM GROUND BAR TOO FAR FROM COAX GROUND KITS, CLAMP TDSGA—BC14 TOWER BOTTOM
GROUND BAR DIRECTLY TO TOWER STEEL (USUALLY OCCURS ON MONOPOLE TOWERS) AND BOND
TO TOWER GROUND RING WITH TWO #2 STC LEADS LUGGED TO GROUND BAR AND
EXOTHERMICALLY WELDED TO GROUND RING.
11. AT EQUIPMENT PAD, SUSPEND TDSGA—WB17 EXTERIOR GROUND BAR FROM ICE BRIDGE AND
ISOLATE FROM ICE BRIDGE. BOND GROUND BAR TO EQUIPMENT GROUND RING WITH TWO #2 STC
LEADS LUGGED TO GROUND BAR AND EXOTHERMICALLY WELDED TO GROUND RING. RUN LEADS
DOWN NEAREST ICE BRIDGE POST AND SECURE TO POST WITH NON—METALLIC TIES EVERY 24
INCHES.
12. ALL ICE BRIDGE SECTIONS ARE TO BE JUMPERED TOGETHER WITH #2 WIRE, EITHER BARE
TINNED COPPER OR GREEN INSULATED STRANDED. ICE BRIDGE SHALL BE GROUNDED AT EACH
END WITH #2 STC WIRE LUGGED TO ICE BRIDGE AND EXOTHERMICALLY WELDED TO UPPER
PORTION OF NEAREST ICE BRIDGE POST.
13. BOND EACH ICE BRIDGE POST TO GROUND RING WITH #2 STC LEAD. EXOTHERMICALLY WELD
#2 TO ICE BRIDGE POST BELOW TOP OF GRAVEL. EACH POST TO HAVE SEPARATE GROUND
LEAD — DO NOT DAISY CHAIN POSTS TOGETHER.
14. BOND EACH H—FRAME POST TO NEAREST PORTION OF GROUND SYSTEM WITH #2 STC LEAD.
EXOTHERMICALLY WELD #2 TO H—FRAME POST BELOW TOP OF GRAVEL.
15. BOND SURFACE MOUNTED CABLE TRAY TO GROUND RING WITH #2 STC LEAD LUGGED TO
SIDE OF GRIP STRUT CABLE TRAY COVER AND EXOTHERMICALLY WELDED TO GROUND RING.
17. BOND EACH COMMSCOPE RBA72-36 BATTERY CABINET TO GROUND RING WITH #2 AWG
TINNED SOLID BARE COPPER CONDUCTOR LUGGED TO CABINET BODY AND EXOTHERMICALLY
WELDED TO GROUND RING. RUN GROUND LEAD IN FLEX CONDUIT ALONG BACK OF RBA72
CABINET, ACROSS CONCRETE PAD BELOW CABLE LADDER, THEN DOWN INTO GRAVEL AREA.
CONNECT TWO HOLE LUG TO BACK OF CABINET AT FACTORY PROVIDED GROUNDING STUDS.
18. BOND GENERATOR TO GROUND RING WITH #2 STC AT TWO DIAGONALLY OPPOSITE
LOCATIONS BY DRILLING AND BOLTING TWO HOLE LUG TO FINS ON GENERATOR BASE
STRUCTURE. GROUND LEADS SHOULD RUN ALONG BASE OF GENERATOR AND TAKE SHORTEST
PATH ACROSS CONCRETE PAD TO GRAVEL AREA, THEN CONTINUE TO GROUND RING.
19. BOND GPS ANTENNA AND GPS ANTENNA MOUNT TO TSDGA GROUND BAR ON ICE BRIDGE
WITH #2 GREEN INSULATED STRANDED GROUND WIRE,
20. PROVIDE TWO GROUND RODS OUTSIDE GATES OF COMPOUND. DISTANCE BETWEEN GROUND
RODS SHALL MATCH WIDTH OF GATE OPENING, AND DISTANCE FROM FENCE SHALL MATCH
LENGTH OF LONGEST INDIVIDUAL GATE LEAF. BOND GATE POSTS TOGETHER WITH #2 STC LEAD
WHICH RUNS PAST AND CONNECTS TO GROUND RODS OUTSIDE GATES.
21. BOND EACH GATE POST WITH #2 STC TO NEAREST PORTION OF GROUNDING SYSTEM INSIDE
COMPOUND.
22. BOND EACH GATE TO GATE POST WITH FLEXIBLE INSULATED OR BRAIDED #4/0 COPPER
STRAP. EXOTHERMICALLY WELD STRAP TO BOTH GATE AND GATE POST.
23. ANY FENCE POST WITHIN 6FT OF A GROUNDED METAL OBJECT SHALL BE BONDED TO THE
NEAREST GROUND RING. ANY FENCE WITHIN 6FT OF A GROUND RING SHALL HAVE THE LINE
POSTS BONDED TO THE GROUND RING AT 20FT MAXIMUM INTERVALS AS MEASURED ALONG THE
LENGTH OF THE FENCE.
24. NOTIFY VZW CM TO INSPECT GROUND RING BEFORE BACKFILLING. CONTRACTOR SHALL HIRE
A 3RD PARTY TO PERFORM AN IEEE81 FALL OF POTENTIAL METHOD GROUND TEST. MAXIMUM
ALLOWABLE RESISTANCE TO GROUND IS 5 OHMS. PROVIDE ADDITIONAL GROUND SYSTEM
COMPONENTS AS REQUIRED TO ACHIEVE THIS VALUE.
25. REFER TO TOWER GROUNDING DIAGRAM AND NOTES FOR GROUND SYSTEM REQUIREMENTS
ON THE TOWER.
26. GROUNDING OF ALL ELECTRICAL EQUIPMENT SHALL BE AS PER NEC, MUNICIPAL AND UTILITY
COMPANY REQUIREMENTS.
VERIZON NAME: GRASSY
CREEK
VERIZON No.: TBD
4747 GRASSY CREEK ROAD
DENVER, NC 28037
CATAWBA COUNTY
CURRENT ISSUE DATE:
07/13/16
CONSTRUCTION
=REV.:=DATE: ISSUED FOR: BY
0
05/16/16
CONSTRUCTION
JKM
1
07/13/16
CONSTRUCTION
JKM
m-I&
ley.pw Ho
2 SUN COURT, SUITE 450
PEACHTREE CORNERS, CA 30092
PHONE: [phone]
WWW.KIMLEY-HORN.COM
®
Raleigh, NC
Indianapolis, IN
Philadelphia, PA
APOGEE
Pittsburgh, PA
Virginia Beach, VA
Consulting Group, PA
Fort Collins, CO
w .acg-pa.com
[phone]
NC License #
C-1848
ACG PROJECT NO.:
2016-169
=DRAWN BY:=CHK.:APV.:
AMM I NAC JKM
ESS/pN.'/�'
•Q q�• v
SEAL =_
23894
N
ELECTRICAL
DETAILS
E11 1
018985035
Copyright Klmlay-Hom and Auodotm Inc., 2016